{"id":48114,"date":"2023-07-17T11:50:50","date_gmt":"2023-07-17T09:50:50","guid":{"rendered":"https:\/\/www.maccaferri.com\/mx\/?page_id=48114"},"modified":"2023-07-17T11:51:00","modified_gmt":"2023-07-17T09:51:00","slug":"casos-de-exito","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/mx\/casos-de-exito\/","title":{"rendered":"Casos de \u00e9xito"},"content":{"rendered":"
<\/div><\/div>

Casos de \u00e9xito<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
<\/div>
\"44<\/a><\/div>
44 YEAR OLD GABION STRUCTURE<\/h6><\/a>As the cliff was above the normal high tide level, it was  considered sufficient to construct a stepped retaining wall   from mass<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"50<\/a><\/div>
50 YEAR OLD GABION STRUCTURE – RIVER HUMBER<\/h6><\/a>A \u00e2\u0080\u0098half-tide\u00e2\u0080\u0099 gabion wall, 2m high on an 18m wide gabion  apron (0.5m thick). The volume of protection was   approximate<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AEROPORTO<\/a><\/div>
AEROPORTO PL\u00c1CIDO DE CASTRO<\/h6><\/a>Debido a esto fue necesario la adopci\u00c3\u00b3n de un geosint\u00c3\u00a9tico tipo geomembrana para impermeabilizaci\u00c3\u00b3n de los laterales de la pista y tambi\u00c3\u00a9n<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AGRIPORT,<\/a><\/div>
AGRIPORT, MAYDON WHARF<\/h6><\/a>A raft foundation of Paralink \u00e2\u0084\u00a2 basal reinforcement was found to be the most cost-effective solution for this problem. Piled foundations would ha<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AINLEY<\/a><\/div>
AINLEY INDUSTRIAL ESTATE DEVELOPMENT<\/h6><\/a>Maccaferri provided support to the project team and  proposed the MacWall Landmark segmental reinforced soil   wall system. M<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ARROYO<\/a><\/div>
ARROYO PICACHO ETAPA II<\/h6><\/a>Se propuso la construcci\u00c3\u00b3n de un muro de Gavi\u00c3\u00b3n en dos de los meandros del arroyo con una altura de 4 m y una longitud de 100 m y 60 m respectiv<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ARTESANO<\/a><\/div>
ARTESANO GALLERIA<\/h6><\/a>The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ASTON<\/a><\/div>
ASTON HOTEL ANYER BREAKWATER STRUCTURE<\/h6><\/a>Breakwater is often constructed out of rocks or concrete, forming a wall or a submerged barrier parallel to the shore. Maccaferri Indonesia proposed t<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ATI<\/a><\/div>
ATI PORT EXPANSION<\/h6><\/a>In order to address the challenge of improving the port expansion grounds at the Manila South Harbor, Asian Terminals Inc. (ATI) is implementing a cos<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AUTOPISTA<\/a><\/div>
AUTOPISTA LAS CHOAPAS<\/h6><\/a>Retirar el muro existente y construir un muro alcanc\u00c3\u00ada con gaviones reforzados aumentando las medidas para lograr un muro m\u00c3\u00a1s alto y robusto, co<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AVALANCHE<\/a><\/div>
AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL<\/h6><\/a>Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow Er<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AZUDES<\/a><\/div>
AZUDES SITIO RAMSAR R\u00cdO DESAGUADERO<\/h6><\/a>To date, two of the six planned weirs have been constructed. For the construction of the curtain, approach works and the dissipation basin, gabion box<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRAGEM<\/a><\/div>
BARRAGEM CAMPEIRA – CRISTAL\u00c2NDIA<\/h6><\/a>After complex hydrological studies, the dam was resized. The width of the spillway was increased to 125 metres and it was lined with PoliMac\u00c2\u00ae gabio<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARREIRA<\/a><\/div>
BARREIRA DIN\u00c2MICA NA CORDILHEIRA “SINTER”<\/h6><\/a>Se propuso la colocaci\u00c3\u00b3n de una barrera din\u00c3\u00a1mica Rockfall barrier ROC 200\/5 de 50 m de longitud como protecci\u00c3\u00b3n adicional debido a que no se <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARREIRA<\/a><\/div>
BARREIRA DIN\u00c2MICA POZA MARGOT YANACOCHA<\/h6><\/a>Construcci\u00c3\u00b3n e instalaci\u00c3\u00b3n de una barrera din\u00c3\u00a1mica contra ca\u00c3\u00adda de rocas. La barrera instalada fue la RMC050\/A ICAT 2 PLUS de 3 m de altit<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARREIRAS<\/a><\/div>
BARREIRAS DIN\u00c2MICAS CENTRAL HIDROEL\u00c9TRICA HUANZA<\/h6><\/a>Para mitigar dicho riesgo, se proyectaron la construcci\u00c3\u00b3n e instalaci\u00c3\u00b3n de 3 tramos de barreras din\u00c3\u00a1micas: 1\u00c2\u00b0 Tramo RB750 de h=4.0m y L=3<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARREIRAS<\/a><\/div>
BARREIRAS DIN\u00c2MICAS- NUEVA FUERABAMBA<\/h6><\/a>Luego de una exhaustiva evaluaci\u00c3\u00b3n de la informaci\u00c3\u00b3n, para el proyecto en menci\u00c3\u00b3n se dise\u00c3\u00b1\u00c3\u00b3 y se proyect\u00c3\u00b3 la construcci\u00c3\u00b3n de barr<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERA<\/a><\/div>
BARRERA DIN\u00c1MICA EN LA BOCAMINA “SINTER”<\/h6><\/a>Se propuso la colocaci\u00c3\u00b3n de una barrera din\u00c3\u00a1mica Rockfall barrier ROC 200\/5 de 50 m de longitud como protecci\u00c3\u00b3n adicional debido a que no se <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERA<\/a><\/div>
BARRERA DIN\u00c1MICA POZA MARGOT YANACOCHA<\/h6><\/a>Construcci\u00c3\u00b3n e instalaci\u00c3\u00b3n de una barrera din\u00c3\u00a1mica contra ca\u00c3\u00adda de rocas. La barrera instalada fue la RMC050\/A ICAT 2 PLUS de 3 m de altit<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS DINAMICAS 500 KJ,CFE<\/h6><\/a>Por esta raz\u00c3\u00b3n se instalaron tres barreras din\u00c3\u00a1micas a protecci\u00c3\u00b3n de la central. Las tres barreras tienen un altura de 4.5 m pero diferentes<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS 750 KJ,SCT<\/h6><\/a>Por esta raz\u00c3\u00b3n se instalaron dos barreras din\u00c3\u00a1micas a protecci\u00c3\u00b3n de la Escuela Secundaria. Las dos barreras tienen un altura de 4.0 m pero d<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS EN C.H. CERRO DEL \u00c1GUILA<\/h6><\/a>El planteamiento de infraestructura proyectada consisti\u00c3\u00b3 en la construcci\u00c3\u00b3n de 02 barreras de retenci\u00c3\u00b3n de material de arrastre (Barreras Deb<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS EN LA QUEBRADA ISHPAG<\/h6><\/a>La obra involucr\u00c3\u00b3 la instalaci\u00c3\u00b3n de un conjunto de Barreras Din\u00c3\u00a1micas para la mitigaci\u00c3\u00b3n del riesgo por ca\u00c3\u00adda de rocas. Las Barreras de<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS EN SEEPAGE Y ESPALD\u00d3N<\/h6><\/a>Con la informaci\u00c3\u00b3n suministrada por el cliente se propuso, como medidas de control para la ca\u00c3\u00adda de rocas, instalar barreras din\u00c3\u00a1micas en la <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS QUEBRADA USUFRUCTO SEEPAGE<\/h6><\/a>En base a la informaci\u00c3\u00b3n brindada por el cliente, se realiz\u00c3\u00b3 el an\u00c3\u00a1lisis de ca\u00c3\u00adda de roca para determinar el nivel de energ\u00c3\u00ada y la prop<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BARRERAS<\/a><\/div>
BARRERAS FLEXIBLES PARA LA AUTOPISTA DEL SOL<\/h6><\/a>Maccaferri de M\u00c3\u00a9xico propuso la colocaci\u00c3\u00b3n de barreras flexibles para contenci\u00c3\u00b3n de arrastre de s\u00c3\u00b3lidos para solucionar y controlar el pro<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BAY<\/a><\/div>
BAY BRIDGE, CALIFORNIA, 112-FOOT-TALL VEGETATED RSS<\/h6><\/a>Caltrans designed a 112-foot-high reinforced soil slope, sitting on top of a 21-foot-high Terramesh\u00c2\u00ae system mechanically stabilized earth (MSE) wal<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BE-ANTWERP<\/a><\/div>
BE-ANTWERP MALINAS<\/h6><\/a>The construction company firstly layed the ParaLink 950 rolls as indicated by Maccaferri\u00c2\u00b4s technicians to create a stable foundation for the planne<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BE-MECHELEN<\/a><\/div>
BE-MECHELEN R6<\/h6><\/a>The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the CUR normative (Netherlands). Since t<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BEAVERNETTING<\/a><\/div>
BEAVERNETTING EVERTSOORD<\/h6><\/a>The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called b<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BELFAST<\/a><\/div>
BELFAST HARBOUR<\/h6><\/a>The works included dregging of the new berth and  approaches. This involved the disposal of 500,000m3 of   material to sea with tr<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BOB<\/a><\/div>
BOB 230KV SWITCHYARD<\/h6><\/a>Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel a<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BONHILL,<\/a><\/div>
BONHILL, STIRLING ROAD<\/h6><\/a>Maccaferri was approached by Barratt Homes to come up  with a suitable solution for the posed site problems. It was   agreed that <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BORDERS<\/a><\/div>
BORDERS RAIL<\/h6><\/a>Maccaferri's gabions were used to support widened cuttings  extensively along the 35-mile route which connects   Edinburgh to <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
BORDO CONTRA INUNDACIONES COSTA PALMAS<\/h6><\/a>Mediante estudios hidrol\u00c3\u00b3gicos se analizaron los huracanes hist\u00c3\u00b3ricos para averiguar a un periodo de retorno de 1000 a\u00c3\u00b1os las posibles altura<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BROOMLANDS<\/a><\/div>
BROOMLANDS PRIMARY SCHOOL<\/h6><\/a>Once the overall design had been agreed, Maccaferri was engaged to design, supply and install 8 free standing gabion walls which totalled 78.8m in len<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BRUG<\/a><\/div>
BRUG VAN DEN AZIJN<\/h6><\/a>Two 300 m long reinforced soil ramps up to 10.5 m high were designed by Maccaferri. The system chosen is called MacRes and it is comprised of concrete<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BUILDING<\/a><\/div>
BUILDING OF THE HEAD OFFICE- GROUPE CHARIER<\/h6><\/a>As part of this project, the company France MACCAFERRI created a facade cladding and a set of free walls in electro-welded gabions. The gabion claddin<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CANAL<\/a><\/div>
CANAL MARGINAL PRESA BECERRA<\/h6><\/a>El \u00c3\u00a1rea hidr\u00c3\u00a1ulica de la secci\u00c3\u00b3n ya no abastec\u00c3\u00ada el gasto demandado por lo que se opt\u00c3\u00b3 por la construcci\u00c3\u00b3n de un canal de demas\u00c3\u00ada<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CANALIZACION<\/a><\/div>
CANALIZACION CON MACMAT PARQUE CLOUTHIER<\/h6><\/a> El plan maestro del parque lineal contempla la rehabilitaci\u00c3\u00b3n de las instalaciones deportivas y la creaci\u00c3\u00b3n de nuevos espacios orientados a usu<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CANALIZACION<\/a><\/div>
CANALIZACION CON MACMAT PARQUE CLOUTHIER – PT<\/h6><\/a> El plan maestro del parque lineal contempla la rehabilitaci\u00c3\u00b3n de las instalaciones deportivas y la creaci\u00c3\u00b3n de nuevos espacios orientados a usu<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CANTERA<\/a><\/div>
CANTERA ZIORDIA<\/h6><\/a>To secure the area, two types of actions were carried out: 1. An active solution to prevent the larger blocks from being mobilised. This system consis<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CARPETA<\/a><\/div>
CARPETA ASF\u00c1LTICA EN AVENIDA PROL. ALAMEDA<\/h6><\/a>En los \u00c3\u00baltimos a\u00c3\u00b1os, el \u00c3\u00a1rea de calidad de la Secretar\u00c3\u00ada de Obras P\u00c3\u00bablicas del municipio de Aguascalientes ha comenzado a usar las geom<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CATO<\/a><\/div>
CATO MANOR PIPELINE & ROAD PROTECTION<\/h6><\/a>Maccaferri Africa \/African Gabions was asked to propose a structure that would retain the affected road embankment. The proposed structure was a combi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CHOI<\/a><\/div>
CHOI YING ESTATE DEVELOPMENT<\/h6><\/a>Maccaferri Gabions are cages which are engineered from double twisted hexagonal woven steel wire mesh. Delivered flat-packed, our gabions are assemble<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CLIPPER<\/a><\/div>
CLIPPER WASH BANK PROTECTION<\/h6><\/a>A gabion groyne system was selected to protect the bank from erosion and restore the limits of the bank to its original position. Groynes are finger-l<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CLOSE<\/a><\/div>
CLOSE ROAD – RIO RUIDOSO CROSSING STRUCTURE<\/h6><\/a>The proposed channel is approximately 28 feet wide and 6  feet tall. The proposed channel sidewalls will be stabilized   with gabi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CLOSING<\/a><\/div>
CLOSING OF THE SERMONDE LANDFILL: GEOSYNTHETIC SOLUTIONS<\/h6><\/a>The landfill was sealed using geosynthetic materials, providing an effective waterproofing and environmental control solution. Once the geomembrane in<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COASTAL<\/a><\/div>
COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)<\/h6><\/a>Existing rubble mound breakwater was planned to be extended towards sea by about 500m using geotextile tubes (MacTube). The purpose was to reduce the <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COBHAM<\/a><\/div>
COBHAM SERVICES HGV PARKING AREA EXPANSION<\/h6><\/a>The proposal was to increase the HVG parking numbers by  79 new spaces, to the west of the petrol filling station. The   proposal <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COLLEY<\/a><\/div>
COLLEY LANE SOUTHERN ACCESS ROAD<\/h6><\/a>The ParaLink LTPs will transfer loads of the mechanically  stabilised earth walls into the pile foundations beneath. The maximum height<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONFORMACI\u00d3N<\/a><\/div>
CONFORMACI\u00d3N MURO PRESA DE RELAVE EL CHOC\u00d3<\/h6><\/a>Para realizar el an\u00c3\u00a1lisis del proyecto se revisan dos opciones de las cuales la opci\u00c3\u00b3n con mejor aprovechamiento del material de relave que la m<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSERVA\u00c7\u00c3O<\/a><\/div>
CONSERVA\u00c7\u00c3O DA RODOVIA CUACNOPALAN-OAXACA<\/h6><\/a>Con base a la topograf\u00c3\u00ada monta\u00c3\u00b1osa sumamente accidentada de esta zona y considerando la posibilidad de ca\u00c3\u00addos de grandes dimensiones que se t<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSERVACION<\/a><\/div>
CONSERVACION AUTOPISTA CUACNOPALAN-OAXACA<\/h6><\/a>Con base a la topograf\u00c3\u00ada monta\u00c3\u00b1osa sumamente accidentada de esta zona y considerando la posibilidad de ca\u00c3\u00addos de grandes dimensiones que se t<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSTRUCCI\u00d3N<\/a><\/div>
CONSTRUCCI\u00d3N DE CELDA PARA RELLENO SANITARIO<\/h6><\/a>La ubicaci\u00c3\u00b3n de un punto estrat\u00c3\u00a9gico para la construcci\u00c3\u00b3n de las celdas del relleno sanitario fue el primer paso para el almacenamiento de la<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSTRUCCI\u00d3N<\/a><\/div>
CONSTRUCCI\u00d3N DE LAGO ARTIFICIAL EN RESIDENCIAL<\/h6><\/a>Se hizo un despalme parcial del terreno para la colocaci\u00c3\u00b3n del geotextil MacTex N 35.2 que apoya la protecci\u00c3\u00b3n al da\u00c3\u00b1o por rasgaduras de geom<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSTRUCCI\u00d3N<\/a><\/div>
CONSTRUCCI\u00d3N DE MUELLE EN CANCUN<\/h6><\/a>Se proyecta una soluci\u00c3\u00b3n constructiva de muelle tipo embarcadero. La complejidad de acceso, materiales, poca pendiente de nivel de costa y alto rec<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSTRUCCI\u00d3N<\/a><\/div>
CONSTRUCCI\u00d3N DE OLLA DE CAPTACI\u00d3N.<\/h6><\/a>La ubicaci\u00c3\u00b3n de un punto estrat\u00c3\u00a9gico de recolecci\u00c3\u00b3n de agua en tiempo de lluvias fue el primer paso para definir la soluci\u00c3\u00b3n del almacenam<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSTRUCCI\u00d3N<\/a><\/div>
CONSTRUCCI\u00d3N DE SUBDREN LONGITUDINAL<\/h6><\/a>Se utiliz\u00c3\u00b3 el sistema drenante MacDrain\u00c2\u00ae de Maccaferri el cual ha sido desarrollado para su uso en obras carreteras, al ser un sistema liviano y<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONSTRUCTION<\/a><\/div>
CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE<\/h6><\/a>The Paraweb\u00c2\u00ae MD45 geoband reinforcements were used and perfectly adapted to the intermediate material embankments (Type 3 according to NF EN 14475)<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTENCI\u00d3N<\/a><\/div>
CONTENCI\u00d3N EN RAMPA DE EMERGENCIA KM 319+000<\/h6><\/a>Las solicitudes geom\u00c3\u00a9tricas de una rampa de emergencia son muy estrictas y requiere de minuciosa atenci\u00c3\u00b3n como la ubicaci\u00c3\u00b3n de dicha rampa; l<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
CONTENCION TERRAMESH TMT1 PSF,TAB<\/h6><\/a>En colaboraci\u00c3\u00b3n con el equipo t\u00c3\u00a9cnico de Mota-Engil, se especificaron 12,456 m2 de Terramesh System\u00c2\u00ae para contener los terraplenes de acceso <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTENCIONES<\/a><\/div>
CONTENCIONES EN DEPOSITO DE POLVOS<\/h6><\/a>Es necesario proteger este dep\u00c3\u00b3sito de polvo de la fuga y transportaci\u00c3\u00b3n de dicho material por temas ambientales y de operaci\u00c3\u00b3n de la mina, s<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
CONTROL DE CAIDOS RUTA 27 KM 44+800<\/h6><\/a>La empresa concesionaria que tiene la ruta 27, Globalv\u00c3\u00ada le ha solicitado a los Ingenieros de Maccaferri una propuesta para proteger este sector es<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE CA\u00cdDOS TALUD CUBIRO<\/h6><\/a>Con base en la visita de campo y la informaci\u00c3\u00b3n recibida por el departamento de Geotecnia de la unidad minera, se propuso la colocaci\u00c3\u00b3n de un re<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE EROSION EN OBRAS VENTURA Y BRAVANTE<\/h6><\/a>Se analiz\u00c3\u00b3 la conformaci\u00c3\u00b3n de la superficie de los suelos involucrados y se lleg\u00c3\u00b3 a la conclusi\u00c3\u00b3n de utilizar un material capaz de retener<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE EROSION EN TALUD GASOLINERIA SAYULA D<\/h6><\/a>La soluci\u00c3\u00b3n se determin\u00c3\u00b3 con una propuesta t\u00c3\u00a9cnica realizada por Maccaferri, en donde se inclu\u00c3\u00ada un esquema de la soluci\u00c3\u00b3n MACMAT R304.<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE EROSION EN TALUDES DE GASOLINERIA<\/h6><\/a>La soluci\u00c3\u00b3n se determin\u00c3\u00b3 con dos propuestas T\u00c3\u00a9cnicas realizada por Maccaferri, donde se inclu\u00c3\u00adan esquemas de las diferentes soluciones Ma<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE<\/h6><\/a>La soluci\u00c3\u00b3n fue el generar una protecci\u00c3\u00b3n de manera conjunta con material MacMat R3 y una planta llamada \u00e2\u0080\u009cBetiver\u00e2\u0080\u009d, donde se arrope el<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE EROSI\u00d3N RELLENO SANITARIO MOMPANI, QR<\/h6><\/a>Se evaluaron diversos materiales que cumplieran con la retenci\u00c3\u00b3n de part\u00c3\u00adculas finas de suelo compactado, adem\u00c3\u00a1s que brindar\u00c3\u00a1 estabilidad <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROL<\/a><\/div>
CONTROL DE EROSI\u00d3N TALUDES BOSQUE REAL<\/h6><\/a>Abogando por las peticiones del edificio y las caracter\u00c3\u00adsticas geom\u00c3\u00a9tricas de los taludes, la soluci\u00c3\u00b3n adecuada fue la colocaci\u00c3\u00b3n de la Ge<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTROLE<\/a><\/div>
CONTROLE DE SEDIMENTO – BARRAGEM LAZARO CARDENAS<\/h6><\/a>Aguas arriba se proyectaron 2 presas filtrantes con gaviones, una proyectada para el escurrimiento de la barranca Huitecos y la segunda para la barran<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CONTRUCCI\u00d3N<\/a><\/div>
CONTRUCCI\u00d3N DE MURO GAVI\u00d3N,PARA HEINEKEN<\/h6><\/a>Se determin\u00c3\u00b3 de manera conjunta la ubicaci\u00c3\u00b3n del acceso carretero que tendr\u00c3\u00ada el almac\u00c3\u00a9n, considerando la posible ubicaci\u00c3\u00b3n que el clie<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"\u00c7\u00d6PLER<\/a><\/div>
\u00c7\u00d6PLER GOLD MINE ROCK FALL PROJECT<\/h6><\/a>In accordance with the urgency of the situation, the size of the potentially dangerous rocks on the slope and in line with the technical and economic <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CORTEZ<\/a><\/div>
CORTEZ HILLS MINE<\/h6><\/a>Maccaferri\u00e2\u0080\u0099s Terrawall\u00c2\u00ae system and MacGrid\u00c2\u00ae WG geogrids were chosen due to their high strength and ease of construction. Maccaferri\u00e2\u0080\u0099s <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CRUSHER<\/a><\/div>
CRUSHER WALL AT INDOCEMENT FACTORY<\/h6><\/a>After a comparison in terms of cost and construction timing, the Client opted for the construction of an Hybrid Reinforced Soil Wall combining metal r<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CRUSHER<\/a><\/div>
CRUSHER WALL AT SERAJUDDIN MINES (JODA) \u00a0,ORISSA<\/h6><\/a>A 22 m high vertical Terramesh TM System wall was proposed. The inherent flexibility of the Terramesh System TM made it an ideal choice. The design w<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DANFOSS<\/a><\/div>
DANFOSS FACTORY<\/h6><\/a>Maccaferri were approached by Quattro Consult Limited in  July 2021 to propose a suitable high strength geogrid for use   as a bas<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DEADMAN<\/a><\/div>
DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE<\/h6><\/a>Maccaferri worked with Wood Patel Engineering to design a hydraulic solution for the microprocessor manufacturer TSMC. To reduce the soil erosion alon<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DEBRIS<\/a><\/div>
DEBRIS FLOW APPLICATION<\/h6><\/a>As debris flow barriers made of steel with an advanced energy disapation braking system are new to Turkey, a test site was chosen by the authorities i<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DEBRIS<\/a><\/div>
DEBRIS FLOW BARRIER AT DISCOVERY BAY NORTH DEVELOPMENT: TOWN PLAZA<\/h6><\/a>To meet the project requirements, Maccaferri dynamic barriers has been proposed for the authorities' approval. All major components of the dynamic<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DEBRIS<\/a><\/div>
DEBRIS FLOW PROTECTION LERINI STREAM<\/h6><\/a>After a fierce challenge against the competitor, Maccaferri Balkans won this project thanks to a mix of high performing technical solutions, cost effe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DILMUNIA<\/a><\/div>
DILMUNIA GRAND CANAL & MARINA (DGCM)<\/h6><\/a>The construction of the Dilmunia canal is the object of an international Tender. The tender design for the waterproofing works has been developed by t<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DISMANTLING<\/a><\/div>
DISMANTLING WORKS OF UNSTABLE ROCK BOULDER LOCATED AT GAYA, BIHAR<\/h6><\/a>Immediate protection measure for the massive boulder which was in the verge of sliding has been done by wrapping the boulder with High Energy Absorpti<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DIVERSAS<\/a><\/div>
DIVERSAS SOLUCIONES EN PARQUE CANTERA<\/h6><\/a>La construcci\u00c3\u00b3n del espejo de agua requiri\u00c3\u00b3 un sistema de impermeabilizaci\u00c3\u00b3n con MacLine SDH fijado a elementos de concreto para evitar filtr<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Drainage<\/a><\/div>
Drainage of structures<\/h6><\/a>The adopted solution was the construction of draining trenches using the MacDrain\u00c2\u00ae TD geocomposite as lateral base drains. These drains are designe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAGEM<\/a><\/div>
DRENAGEM DE FLOREIRAS EM JARDIM ELEVADO<\/h6><\/a>As floreiras foram criadas a partir de pequenos muros de alvenaria impermeabilizados por manta asf\u00e1ltica, assim como o fundo das floreiras e o p\u00e1tio<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAGEM<\/a><\/div>
DRENAGEM DE MURO EM CONCRETO<\/h6><\/a>El dren de grava se reemplaz\u00c3\u00b3 por el MacDrain\u00c2\u00ae FP, el cual, aport\u00c3\u00b3 los siguientes beneficios al proyecto: disminuci\u00c3\u00b3n del tiempo de ejecuc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAGEM<\/a><\/div>
DRENAGEM DE TELHADOS<\/h6><\/a>El elemento a colocar debe ser impermeable y que garantice el r\u00c3\u00a1pido desalojo del agua a una zona planeada; La especificaci\u00c3\u00b3n del MacDrain FP es<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAGEM<\/a><\/div>
DRENAGEM EM CAMPOS DESPORTIVOS PANAMERICANOS<\/h6><\/a>Menbel S.A solicit\u00c3\u00b3 a Maccaferri realizar la propuesta del sistema de drenaje para los campos deportivos con la finalidad de evacuar de manera efic<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAGEM<\/a><\/div>
DRENAGEM SUPERFICIAL – RN 123 FELIPE YOFRE<\/h6><\/a>Se adopt\u00c3\u00b3 como soluci\u00c3\u00b3n la ejecuci\u00c3\u00b3n de un sistema de drenaje subsuperficial del tipo trinchera drenante, con MacDrain\u00c2\u00ae TD, ubicados a amb<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAJE<\/a><\/div>
DRENAJE – ESTACI\u00d3N CENTRAL<\/h6><\/a>Los ingenieros de Maccaferri propusieron usar un geosint\u00c3\u00a9ticos denominado MacDrain 2L FP, el cual consiste en un geocompuesto de drenaje donde una <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAJE<\/a><\/div>
DRENAJE DE AZOTEAS<\/h6><\/a>El elemento a colocar debe ser impermeable y que garantice el r\u00c3\u00a1pido desalojo del agua a una zona planeada; La especificaci\u00c3\u00b3n del MacDrain FP es<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAJE<\/a><\/div>
DRENAJE DE CARRETERA TUXTLA CHIAPAS<\/h6><\/a>La mejor soluci\u00c3\u00b3n fue la aplicaci\u00c3\u00b3n del geo compuesto MacDrain\u00c2\u00ae TD, con el cual se pudo abatir el nivel fre\u00c3\u00a1tico , teniendo una conducci\u00c3<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAJE<\/a><\/div>
DRENAJE EN CAMPOS DEPORTIVOS PANAMERICANOS 2019<\/h6><\/a>Menbel S.A solicit\u00c3\u00b3 a Maccaferri realizar la propuesta del sistema de drenaje para los campos deportivos con la finalidad de evacuar de manera efic<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DRENAJES<\/a><\/div>
DRENAJES RUTA 27<\/h6><\/a>Se propuso realizar un sistema de drenajes a lo largo de la ruta 27 con la utilizaci\u00c3\u00b3n de Geocompuestos para drenaje MacDrain\u00c2\u00ae TD que fue espec<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DUNE<\/a><\/div>
DUNE CORE COASTAL PROTECTION<\/h6><\/a>Using our MacTube\u00c2\u00ae OS400 and a single scour protection system, a long-term design solution was found. The tubes, along with the scour apron, were i<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EAST<\/a><\/div>
EAST GATE SLIP<\/h6><\/a>A 2000 kJ Maccaferri RMC200A certified fence was installed at some distance from the road level to intercept any rock fall and moderate the level of s<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EAST<\/a><\/div>
EAST GATE SLIP ROCKFALL PROTECTION SOLUTION<\/h6><\/a>The final decision was to install Maccaferri 2,000kJ certified fence \u00e2\u0080\u0093 some distance from the road level to intercept any rock fall and moderate <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ELEGANCE<\/a><\/div>
ELEGANCE PARK SUL<\/h6><\/a>O projeto original previa a utiliza\u00c3\u00a7\u00c3\u00a3o do sistema convencional, entretanto, o sistema de drenagem MacDrain\u00c2\u00ae conseguiu sobressair nos quesitos<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EMERGENCIA<\/a><\/div>
EMERGENCIA TECNICA PARA ESTABILIZACI\u00d3N DE TALUD<\/h6><\/a>Para resolver el problema, se inici\u00c3\u00b3 con el retiro del volumen deslizado y la remoci\u00c3\u00b3n de los bloques inestables que a\u00c3\u00ban no hab\u00c3\u00adan colapsa<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ENBRIDGE<\/a><\/div>
ENBRIDGE T-SOUTH EXPANSION<\/h6><\/a>Maccaferri Canada was asked to provide preliminary design and cost estimates for a gravity retaining wall and a rockfall catchment fence. After review<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ENCABE\u00c7AMENTO<\/a><\/div>
ENCABE\u00c7AMENTO DA PONTE SOBRE O RIO JAR\u00da<\/h6><\/a>Para isso a solu\u00c3\u00a7\u00c3\u00a3o adotada englobou a prote\u00c3\u00a7\u00c3\u00a3o e conten\u00c3\u00a7\u00c3\u00a3o dos encabe\u00c3\u00a7amentos da ponte, com a constru\u00c3\u00a7\u00c3\u00a3o de um muro de con<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ENVOLVENTE<\/a><\/div>
ENVOLVENTE DE BLOQUES DE POLIESTIRENO<\/h6><\/a>El dise\u00c3\u00b1ador propone aligerar las cargas mediante la introducci\u00c3\u00b3n de bloques de espuma de poliestireno expandido a lo largo de todo el terrapl\u00c3<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA<\/h6><\/a>The inclination of the slopes is 45\u00c2\u00b0 degree (V:H = 1:1), referring to Public Works Ministry Specification \u00e2\u0080\u009cSpesifikasi Khusus Interim SKh-1.3.<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT LEUWIKERIS DAM – PACKAGE 1<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR<\/h6><\/a>Maccaferri has proposed the erosion control system consisting of rolled erosion control products (RECP)-MacMat R (Steel reinforced synthetic geomat) a<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EST.<\/a><\/div>
EST. TALUDES KM. 262+995 Y KM. 264+640 CUER-ACA.<\/h6><\/a>Sabiendo que las obras civiles que demanda en su construcci\u00c3\u00b3n protecci\u00c3\u00b3n de vidas humanas, la soluci\u00c3\u00b3n estuvo a la altura del cuidado de los <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZA\u00c7\u00c3O<\/a><\/div>
ESTABILIZA\u00c7\u00c3O DE TALUDES MITLA-TEHUANTEPEC<\/h6><\/a>Dentro de la gama de soluciones propuestas, se incluy\u00c3\u00b3 el uso de mallas met\u00c3\u00a1licas simples y en los casos donde los taludes eran de gran altura, <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE CORTES KM265+000-KM268+000″A”<\/h6><\/a>Una vez concluidos los estudios de exploraci\u00c3\u00b3n, se determino que exist\u00c3\u00adan grandes posibilidades de desprendimientos de roca de gran tama\u00c3\u00b1o, p<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE LA MARGEN DERECHA R\u00cdO GRIJALVA<\/h6><\/a>La Comisi\u00c3\u00b3n Nacional del Agua desarroll\u00c3\u00b3 proyectos de protecciones longitudinales a base de tablaestacados y espigones de bolsacreto para las zo<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUD 3 CORTES<\/h6><\/a>El talud cuerpo A y B fue intervenido con abatimientos hasta lograr un \u00c3\u00a1ngulo que asegure la estabilidad, la estratigraf\u00c3\u00ada al pie del talud, tod<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACION<\/a><\/div>
ESTABILIZACION DE TALUD CERRO DE MERCADO<\/h6><\/a>En conjunto con el despecho de Ingenier\u00c3\u00ada y personal de la dependencia se plante\u00c3\u00b3 un sistema integral para mejorar la estabilidad del talud, el <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUD M\u00c9XICO-TUXPAN<\/h6><\/a>Se realiz\u00c3\u00b3 un recorrido de campo con la constructora para recabar informaci\u00c3\u00b3n y definir acciones. Considerando que el talud era estable y el tam<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUD NAVE INDUSTRIAL<\/h6><\/a>Para poder atacar el robo de material al pie del talud, se propuso un muro de contenci\u00c3\u00b3n a base de gavi\u00c3\u00b3n PVC que fungiera como retenci\u00c3\u00b3n de <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUDES<\/h6><\/a>Las c\u00c3\u00a1rcavas de los taludes fueron rellenadas con tenzontle para restaurar la continuidad geom\u00c3\u00a9trica y estructural, la superficie del talud se p<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUDES CAMINO SALINA CRUZ<\/h6><\/a>Se llevaron a cabo trabajos de perfilado del talud, amacice y retiro de bloques inestables. Posteriormente, se colocaron anclas de fijaci\u00c3\u00b3n en la s<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUDES EN AUTOPISTA<\/h6><\/a>Se plantea un tratamiento de estabilizaci\u00c3\u00b3n mediante el abatimiento mec\u00c3\u00a1nico y la formaci\u00c3\u00b3n de bermas en el talud. Durante los trabajos se co<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACION<\/a><\/div>
ESTABILIZACION DE TALUDES MITLA-TEHUANTEPEC<\/h6><\/a>Dentro de la gama de soluciones propuestas, se incluy\u00c3\u00b3 el uso de mallas met\u00c3\u00a1licas simples y en los casos donde los taludes eran de gran altura, <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACION<\/a><\/div>
ESTABILIZACION DE TALUDES PARA PUENTE COLMENAS<\/h6><\/a>Para proteger los taludes y conos de derrame del puente, se propuso un revestimiento con gavi\u00f3n mat que garantizar\u00e1 frenar el problema de erosi\u00f3n p<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE VIALIDAD FRACC. R\u00cdO AZUL<\/h6><\/a>El reto era de gran nivel debido a la topograf\u00c3\u00ada accidentada del sitio, el cual contaba con pendientes muy pronunciadas (16%) cerca del acantilado;<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACION<\/a><\/div>
ESTABILIZACION DEL TALUD KM 203+400<\/h6><\/a>El organismo operador en conjunto con la empresa proyectista PGI y Maccaferri, desarroll\u00c3\u00b3 el proyecto de estabilizaci\u00c3\u00b3n, mediante el abatimiento<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
ESTABILIZACION EN PERFORACION DIRECCIONADA<\/h6><\/a>Para la excavaci\u00c3\u00b3n en este tipo de suelo es importante mantener las paredes estables, con este fin se decidi\u00c3\u00b3 utilizar geotextil para retener la<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N TAJO PORTAL T\u00daNEL 2 KM 142+050<\/h6><\/a>El tajo se estabiliz\u00c3\u00b3 mediante anclas activas y trabes estructurales de liga y reacci\u00c3\u00b3n, hechas a base de concreto armado. Adicionalmente, se in<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N TAJO PORTAL T\u00daNEL MITLA<\/h6><\/a>El tajo se estabiliz\u00c3\u00b3 mediante anclas activas y trabes estructurales de liga y reacci\u00c3\u00b3n, hechas a base de concreto armado. Adicionalmente, se in<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N TALUD 3 CORTES CUERPO \u201cA Y B\u201d<\/h6><\/a>Se realiz\u00c3\u00b3 un levantamiento topogr\u00c3\u00a1fico a detalle, a partir de los estudios b\u00c3\u00a1sicos se observ\u00c3\u00b3 y zonifico, geol\u00c3\u00b3gicamente, hidr\u00c3\u00a1ulic<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N TALUD, CLUB DE GOLF, CD. MX. \u00a0\u00a0<\/h6><\/a> Debido a la ocurrencia de una falla global, se opt\u00c3\u00b3 por realizar una estabilizaci\u00c3\u00b3n profunda por medio de anclas de tensi\u00c3\u00b3n y fijaci\u00c3\u00b3n, m<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N TALUDES CARRETERA BERNAL-HIGUERA<\/h6><\/a>Como estabilizaci\u00c3\u00b3n global, los taludes de roca caliza se estabilizaron mediante anclas de tensi\u00c3\u00b3n de diversas capacidades y longitudes seg\u00c3\u00ban<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTACIONAMIENTO<\/a><\/div>
ESTACIONAMIENTO EN PUEBLO MAGICO REAL DE CATORCE<\/h6><\/a>Al ser un pueblo m\u00c3\u00a1gico la construcci\u00c3\u00b3n decidi\u00c3\u00b3 utilizar materiales propios de la regi\u00c3\u00b3n, considerado un trabajo de tipo artesanal y los g<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EST\u00c1DIO<\/a><\/div>
EST\u00c1DIO ORLANDO SCARPELLI<\/h6><\/a>Como a reconstru\u00c3\u00a7\u00c3\u00a3o do sistema de drenagem deveria ser o primeiro trabalho a ser executado, era imprescind\u00c3\u00advel que a solu\u00c3\u00a7\u00c3\u00a3o a ser adot<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
ESTRADA DE ACCESO SANTUARIO SERRA DA PIEDADE<\/h6><\/a>Com o objetivo de evitar o deslocamentos dos blocos foi adotada a solu\u00e7\u00e3o em STEELGRID HR50 , chumbadores em barra de a\u00e7o tratada com o di\u00e2metro 2<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EXECU\u00c7\u00c3O<\/a><\/div>
EXECU\u00c7\u00c3O DE TRINCHEIRA DRENANTE COM MACDRAIN\u00ae TD<\/h6><\/a>A solu\u00c3\u00a7\u00c3\u00a3o adotada para os problemas em quest\u00c3\u00a3o foi a utiliza\u00c3\u00a7\u00c3\u00a3o dos geocompostos MacDrain\u00c2\u00ae TD, dotados de uma bolsa prevista no proc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EXPO<\/a><\/div>
EXPO HOUSE AT DOHA EXPO 2023<\/h6><\/a>Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of geosynthetic products in our portfolio that c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EXTENSION<\/a><\/div>
EXTENSION OF THE CHANTERAINES PARK<\/h6><\/a>The Conseil G\u00c3\u00a9n\u00c3\u00a9ral 92 chose double-twist gabion cages because they allow the filling materials to show through easily. The infill stone chosen <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FESTIVAL<\/a><\/div>
FESTIVAL SUPERMALL MOUND PROMONTORY<\/h6><\/a>After several discussions with FLI engineers, Maccaferri\u00e2\u0080\u0099s robust erosion protection geoblanket (MacMat R) has been approved for the project. <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FLOOD<\/a><\/div>
FLOOD EMERGENCY RESPONSE PROJECT<\/h6><\/a>In May 2019, before the flood reached its peak, the city was able to create flood control barriers using FlexMac DT in multiple strategic locations to<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FORMATION<\/a><\/div>
FORMATION TREATMENT WORK IN AGARTALA SABROOM BG RAILWAY LINE (NFR)<\/h6><\/a>The consultant proposed woven multifilament geotextile as a separation & filtration purpose in between blanketing & subgrade material along with biaxi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FOYLE<\/a><\/div>
FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY<\/h6><\/a>Maccaferri proposed the use of the MacWall Vertica 4\u00c2\u00b0  Segmental Block Retaining Wall System. The 4\u00c2\u00b0 batter of   this system<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FRACCIONAMIENTO<\/a><\/div>
FRACCIONAMIENTO ZANDA DE LE\u00d3N.<\/h6><\/a>Seg\u00c3\u00ban el estudio de factibilidad, la contenci\u00c3\u00b3n del terrapl\u00c3\u00a9n deb\u00c3\u00ada hacerse con un muro mec\u00c3\u00a1nicamente reforzado como lo es el sistema T<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FV<\/a><\/div>
FV 5096 SKREDSIKRING STRONGASVA, EIDFJORD<\/h6><\/a>Maccaferri provided a dynamic barrier with 3000 kJ of energy absorption capacity and 5m height. The line of installation was chosen directly above the<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FV.<\/a><\/div>
FV. 41 GYDALEN SKREDSIKRING<\/h6><\/a>Maccaferri proposed a 1000 KJ barrier, the RB 1000 PLUS barrier with a better corrosion protection (95% zinc and 5% alluminium). The barrier line of i<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FV17<\/a><\/div>
FV17 LIAFJELLET-OLVIKVATNET<\/h6><\/a>Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing the<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Gabion<\/a><\/div>
Gabion Defense – Cajuca East Corridor<\/h6><\/a>The Provincial Municipality of Nazca was in charge of the technical file through its technical study department. The hydraulic approach they determine<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GABION<\/a><\/div>
GABION WALLS FOR SAHARA AAMBY VALLEY CITY<\/h6><\/a>A series of self-draining, flexible, eco-friendly Gabion walls have been provided in Sahara Lake City along external\/internal roads, mini club area, c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GASODUTO<\/a><\/div>
GASODUTO CABI\u00daNAS (GASDUC III)<\/h6><\/a>Para solucionar o problema, era necess\u00c3\u00a1rio um material eficiente e de r\u00c3\u00a1pida instala\u00c3\u00a7\u00c3\u00a3o, em substitui\u00c3\u00a7\u00c3\u00a3o \u00c3\u00a0 prote\u00c3\u00a7\u00c3\u00a3o convenc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GAVION<\/a><\/div>
GAVION ROTONDA DE LA RAMA 110, COMPLEJO HABITACIONAL<\/h6><\/a>Con la informaci\u00c3\u00b3n topogr\u00c3\u00a1fica y mec\u00c3\u00a1nica de suelos proporcionada por el cliente, MACCAFERRI se encarg\u00c3\u00b3 de desarrollar la ingenier\u00c3\u00ada pa<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GEDIMINAS<\/a><\/div>
GEDIMINAS HILL<\/h6><\/a>In cooperation with state officials, local geologists and experts, Maccaferri was invited to propose solutions for the soil reinforcement measures. Du<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GEOMEMBRANA<\/a><\/div>
GEOMEMBRANA PARA LAGO ARTIFICIAL<\/h6><\/a>Con un dise\u00c3\u00b1o arquitect\u00c3\u00b3nico de formas irregulares del lago el Club contrat\u00c3\u00b3 a la empresa Prosardeck para llevar a cabo la instalaci\u00c3\u00b3n de <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HAROLD<\/a><\/div>
HAROLD COURT EAST REGIONAL SERVICE CENTER<\/h6><\/a>The project was initially designed as a series of 9 ft. tall gravity retaining walls along the steep slope with 10 ft. terraces in between. The challe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HASANKEYF<\/a><\/div>
HASANKEYF ARCHEOPARK PROJECT<\/h6><\/a>The retaining walls, which will reach a height of 27 meters within the scope of the Hasankeyf archeopark project, has been designed with Terramesh Sys<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HELBOR<\/a><\/div>
HELBOR BROOKLIN<\/h6><\/a>The solution for this project involved the demolition of the existing retaining wall and the installation of a vertical drainage system using the Macd<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
HIDROSIEMBRA PATIO VICTORIA<\/h6><\/a>Mediante el riego de 3 semillas end\u00c3\u00a9micas con una proporci\u00c3\u00b3n de 35g\/m2 que puedan generar vegetaci\u00c3\u00b3n baja, se mezcl\u00c3\u00b3 con insumos para cont<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HITTISAU\"<\/a><\/div>
HITTISAU<\/h6><\/a>The investor WLV Bregenz designed and tendered a rockfall protection measure with rockfall protection barriers with a minimum energy capacity of 500 K<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HOSPITAL<\/a><\/div>
HOSPITAL DEL IPASGO<\/h6><\/a>Para evitar qualquer tipo de patologia devido a infiltra\u00c3\u00a7\u00c3\u00a3o de \u00c3\u00a1gua, foi adotado sistema de drenagem completo, sendo: cortinas drenantes, tri<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HOSPITAL<\/a><\/div>
HOSPITAL DO IPASGO<\/h6><\/a>Para evitar qualquer tipo de patologia devido a infiltra\u00c3\u00a7\u00c3\u00a3o de \u00c3\u00a1gua, foi adotado sistema de drenagem completo, sendo: cortinas drenantes, tri<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HUHUGAM<\/a><\/div>
HUHUGAM HERITAGE CENTER<\/h6><\/a>The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the use<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"IMPERMEABILIZACI\u00d3N<\/a><\/div>
IMPERMEABILIZACI\u00d3N CASA DE CERROS<\/h6><\/a>Para un mejor aprovechamiento de agua que es indispensable para la ganader\u00c3\u00ada, se realiz\u00c3\u00b3 una excavaci\u00c3\u00b3n y terraplenes compactados para captar<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"IMPERMEABILIZACI\u00d3N<\/a><\/div>
IMPERMEABILIZACI\u00d3N DE LAGUNA – THOR QU\u00cdMICOS<\/h6><\/a>Se decidi\u00f3 separar el agua de las sales por medio de lagunas de evaporaci\u00f3n,dise\u00f1adas para evaporar el agua de manera eficiente por exposici\u00f3n al <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"INSTALACION<\/a><\/div>
INSTALACION DE GEODRENES CANCHA DEPORTIVA<\/h6><\/a>La soluci\u00c3\u00b3n se determin\u00c3\u00b3 con una propuesta conjunta de subdrenes longitudinales de zanja y Geocompuesto Macdrain 2L, con el fin de aumentar la c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"\u0130ZM\u0130R<\/a><\/div>
\u0130ZM\u0130R – \u0130STANBUL HIGHWAY PROJECT<\/h6><\/a>Between Km: 52 + 780 and 58 + 600 (Including AB and GH Branches): Steel Grid HR100 (reinforced with steel ropes in a vertical direction 1 per 1 m) an<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KAYAPARK<\/a><\/div>
KAYAPARK PROJECT BASAL REINFORCEMENT<\/h6><\/a>To manage the differential settlement, Maccaferri offered Paralink\u00e2\u0084\u00a2 as a basal reinforcement solution. Paralink\u00e2\u0084\u00a2 geogrids are unique planar <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KILDARE<\/a><\/div>
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME<\/h6><\/a>Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project draw<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KM<\/a><\/div>
KM 48.5 MONUMENTO LENGUA DE VACA TOLUCA<\/h6><\/a>El problema se resolvi\u00f3 colocando un muro a gravedad de gaviones Maccaferri, el sistema ayudar\u00e1 a contener material y evitar\u00e1 que las part\u00edculas p<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KM<\/a><\/div>
KM 48.5 MONUMENTO TOLUCA<\/h6><\/a>El problema se resolvi\u00f3 colocando un muro a gravedad de gaviones Maccaferri, el sistema ayudar\u00e1 a contener material y evitar\u00e1 que las part\u00edculas p<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KOSOVO<\/a><\/div>
KOSOVO MOTORWAY PROJECT<\/h6><\/a>Mainly, seven Paramesh system walls have been built: WL 015, WL 024, WL 060, WR 131, WR 134, WR 139, WR 406. The main products used are Terramesh Syst<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KURINGEN<\/a><\/div>
KURINGEN BRIDGE 19<\/h6><\/a>The new bridge in Kuringen is built according to the principle of generic bridges used at various locations along the Albert Canal. The bridge has bee<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
LAGUNA RIEGO-RESERVORIO 7<\/h6><\/a>Se dise\u00c3\u00b1o un conjunto de lagunas, siendo la presente el reservorio no. 7, con una extensi\u00c3\u00b3n de aproximadamente 30,000 mts2, la cual fue impermea<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LONGITUDINAL<\/a><\/div>
LONGITUDINAL PROTECTION OF SARDANETA CANAL<\/h6><\/a>To solve the problem of erosion of the canal side slopes caused during storm events, a gabion mat and gabion protection revetment was proposed. Mac<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"L\u00d6TZGALERIE\"<\/a><\/div>
L\u00d6TZGALERIE<\/h6><\/a>The client chose the most economical system. The Maccaferri RB 3000 safety net with an energy of 3000 kJ and a height of 5 m. It was a great challenge<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LU-A13<\/a><\/div>
LU-A13 DUDELANGE-BURANGE<\/h6><\/a>The loads applied varied from 26 kN\/sqm up to 44 kN\/m2 in correspondence of the traffic lanes and 5 kN\/sqm for the pedestrian and bicycle path. 4,000<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LUOYANG<\/a><\/div>
LUOYANG FOUR RIVER TONGZHI PROJECT<\/h6><\/a>Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationship<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LYC\u00c9E<\/a><\/div>
LYC\u00c9E INTERNATIONAL \u2013 SAINT GERMAIN EN LAYE<\/h6><\/a>Dans le cadre de ces am\u00e9nagements, la soci\u00e9t\u00e9 France Maccaferri a r\u00e9alis\u00e9 plusieurs ouvrages de sout\u00e8nement en mur poids gabions \u00e9lectrosoud\u00e9s<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"M606<\/a><\/div>
M606 MOTORWAY \/ M62 JUNCTION<\/h6><\/a>Maccaferri\u00e2\u0080\u0099s double twist woven gabions have been used to  create an approximately 450m, the combined length of road[1]side retaining w<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MacSport<\/a><\/div>
MacSport AC Monza<\/h6><\/a>Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui Ita<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MALINAO-GENERAL<\/a><\/div>
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION<\/h6><\/a>Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-bei<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MANTENIMIENTO<\/a><\/div>
MANTENIMIENTO A CAMINOS EN FALDAS DE VOLC\u00c1N<\/h6><\/a>Despu\u00c3\u00a9s de recorrer el tramo y considerar las condiciones atmosf\u00c3\u00a9ricas, topogr\u00c3\u00a1ficas y geot\u00c3\u00a9cnicas del lugar, pudimos percatarnos de las e<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Marginal<\/a><\/div>
Marginal Protection for the Tonameca River<\/h6><\/a>Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studies<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MEERHOUT<\/a><\/div>
MEERHOUT BRIDGE 34<\/h6><\/a>The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to mo<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MEJORAMIENTO<\/a><\/div>
MEJORAMIENTO ESTADIO MUNICIPAL<\/h6><\/a>Bas\u00c3\u00a1ndose en las intensidades de lluvia seg\u00c3\u00ban Manual de Carreteras de Chile vol\u00c3\u00bamen 3 es que se determin\u00c3\u00b3 usar un dise\u00c3\u00b1o que incorpora <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MESSA<\/a><\/div>
MESSA IN SICUREZZA S.S. 90 “DELLE PUGLIE” A SEGUITO INCENDIO<\/h6><\/a>Per consentire la riapertura in tempi rapidi della strada statale, sono stati effettuati i primi interventi di sistemazione delle aree e per il ripris<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MICOROSA<\/a><\/div>
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT<\/h6><\/a>The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation proces<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
MINA LA TERRONERA<\/h6><\/a>Se cre\u00c3\u00b3 un sistema de refuerzo de suelo colocando geomalla ParaGrid HF 200 entre capas compactadas de suelo para aumentar la resistencia a la tracc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
MINE D\u2019OR DU TASIAST MASSIF DE L\u2019ADRAR<\/h6><\/a>The Terramesh\u00c2\u00ae system is a system that combines a gabion facing with a continuous wire mesh reinforcement of the facing. The gabion part ensures a <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MITIGATION<\/a><\/div>
MITIGATION MEAURES NEAR PANGI BRIGDE APPROACH, HIMACHAL PRADESH<\/h6><\/a>The solutions for critical stretches with the potential risk of rockfall and surficial instability were identified and adopted. Considering the proble<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MITIGATION<\/a><\/div>
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH<\/h6><\/a>Maccaferri worked in a JV to implement slope stabilization solutions for landslide zone between Km 504.00 to Km 505.00 on NH-58. It included shifting <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MIXED<\/a><\/div>
MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY<\/h6><\/a>Bechtel-Enka brought in geotechnical specialists, Officine Maccaferri in a partnership arrangement to provide engineering design solutions for the wal<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
MME MALPASO AUT. MITLA – TEHUANTEPEC<\/h6><\/a>Se analizaron las alternativas para estas obras de contenci\u00c3\u00b3n, finalmente se contempl\u00c3\u00b3 un muro de concreto en lado derecho y en el lado izquierd<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MODERNIZACION<\/a><\/div>
MODERNIZACION DE LA CARR. ACAYUCAN-LA VENTOSA<\/h6><\/a>Los nuevos taludes del km 211, est\u00c3\u00a1n compuestos mayormente de roca caliza fracturada, que aunada a las nuevas condiciones de relajamiento y la alta<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MODERNIZACION<\/a><\/div>
MODERNIZACION DE LA CARR. PORTEZUELOS-CD. VALLES<\/h6><\/a>De forma complementaria al proyecto original, se realizan trabajos faltantes entre ellos la estabilizaci\u00c3\u00b3n de taludes en corte, mediante el amacice<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
MODERNIZACI\u00d3N DE RAMPA DE EMERGENCIA PALMILLAS<\/h6><\/a>El sistema de contenci\u00c3\u00b3n para la rampa de emergencia se dise\u00c3\u00b1\u00c3\u00b3 y construyo un Muro Mec\u00c3\u00a1nicamente Estabilizado con el Sistema Terramesh, ut<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MUMBAI<\/a><\/div>
MUMBAI PUNE EXPRESSWAY – ROCKFALL MITIGATION WORKS AT GHAT SECTION<\/h6><\/a>After conducting detailed engineering investigation and taking geological and geotechnical observations of the experts into consideration, Maccaferri <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO A GRAVEDAD LOCALIDAD DE TEXIN, TEOCELO, VER<\/h6><\/a>Derivado del recorrido realizado en conjunto con el residente de la obra por parte de la dependencia y considerando la problem\u00c3\u00a1tica del sitio, se c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO A GRAVEDAD LOCALIDAD DE TEXIN, TEOCELO, VER – PT<\/h6><\/a>Derivado del recorrido realizado en conjunto con el residente de la obra por parte de la dependencia y considerando la problem\u00c3\u00a1tica del sitio, se c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO ALCANCIA CARRETERA LAS CHOAPAS, VERACRUZ<\/h6><\/a>Con el fin de mantener la protecci\u00c3\u00b3n de los usuarios que transitan por la red carretera federal en la regi\u00c3\u00b3n Sureste de M\u00c3\u00a9xico, en particular<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO ALCANCIA PARA CONTROL DE CAIDOS<\/h6><\/a>Se analiz\u00c3\u00b3 el tama\u00c3\u00b1o de los ca\u00c3\u00addos de roca, tipo de suelo y material del talud. Con base en esto, se propuso un muro alcanc\u00c3\u00ada con gaviones<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO ALCANC\u00cdA PARA EL CONTROL DE CA\u00cdDOS EN TALUD<\/h6><\/a>El elemento de contenci\u00c3\u00b3n \u00e2\u0080\u009cmuro seco\u00e2\u0080\u009d ser\u00c3\u00a1 sustituido por un muro de contenci\u00c3\u00b3n a gravedad a base de gaviones reforzados, en las di<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO ARQUITECT\u00d3NICO<\/h6><\/a>Se proyectaron muros de contenci\u00c3\u00b3n a gravedad con gaviones, la estructuraci\u00c3\u00b3n propuesta por MACCAFERRI cumpli\u00c3\u00b3 con todas las necesidades que <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO ARQUITECTONICO DE GAVIONES PARA SALA DE ESCOLTAS<\/h6><\/a>Definidos los alcances de proyecto tanto t\u00e9cnicos como econ\u00f3micos, MACCAFERRI brinda el apoyo con la estructuraci\u00f3n de un muro de contenci\u00f3n a gra<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO COLINDANTE SILAO<\/h6><\/a>Gracias a la cercan\u00c3\u00ada de un paso de agua por la zona problem\u00c3\u00a1tica, se ten\u00c3\u00ada una gran acumulaci\u00c3\u00b3n de material p\u00c3\u00a9treo que es arrastrado p<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO CON SISTEMA TERRAMESH ATOYAC, VERACRUZ<\/h6><\/a>Derivado del apoyo t\u00c3\u00a9cnico realizado a la dependencia estatal SIOP-Veracruz., se realiz\u00c3\u00b3 una visita al sitio de la falla, con el fin de determin<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO CON SISTEMA TERRAMESH LOCALIDAD APANGA<\/h6><\/a>Como parte del apoyo t\u00c3\u00a9cnico realizado a la dependencia SIOP-VERACRUZ, se realiz\u00c3\u00b3 una visita al sitio de la falla, con el fin de determinar las <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO CON SISTEMA TERRAMESH LOCALIDAD APANGA – PT<\/h6><\/a>Como parte del apoyo t\u00c3\u00a9cnico realizado a la dependencia SIOP-VERACRUZ, se realiz\u00c3\u00b3 una visita al sitio de la falla, con el fin de determinar las <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO CON SISTEMA TERRAMESH Y ALCANTARILLA<\/h6><\/a>Gracias al apoyo t\u00c3\u00a9cnico brindado a la dependencia estatal SIOP-Veracruz., se realiz\u00c3\u00b3 una visita al sitio de la falla, con el fin de determinar <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTEN\u00c7\u00c3O COM GABI\u00c3O<\/h6><\/a>El impacto visual siempre ser\u00c3\u00a1 importante en todo desarrollo habitacional, por eso la inclusi\u00c3\u00b3n de un muro de contenci\u00c3\u00b3n a gravedad a base de<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTEN\u00c7\u00c3O E ESCADA HIDR\u00c1ULICA EM GABI\u00d5ES<\/h6><\/a>The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion ret<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCI\u00d3N A BASE DE GAVI\u00d3N<\/h6><\/a>El impacto visual siempre ser\u00c3\u00a1 importante en todo desarrollo habitacional, por eso la inclusi\u00c3\u00b3n de un muro de contenci\u00c3\u00b3n a gravedad a base de<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCI\u00d3N A BASE DE GAVIONES<\/h6><\/a>Los niveles de piso terminado demandaban la colocaci\u00c3\u00b3n de una estructura de contenci\u00c3\u00b3n a base de gavi\u00c3\u00b3n con alturas de 3m de alto en su punto<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCI\u00d3N A GRAVEDAD, MATERIA DE CORTE<\/h6><\/a>El talud ser\u00c3\u00a1 intervenido en una primera etapa, los bloques vulnerables ser\u00c3\u00a1n retirados de manera mec\u00c3\u00a1nica y manual para posteriormente coloc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA<\/h6><\/a>El constructor en conjunto con la supervisi\u00c3\u00b3n externa y la residencia de la SICT analizaron distintas alternativas para la obra de contenci\u00c3\u00b3n re<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCI\u00d3N PANTE\u00d3N XALAPE\u00d1O<\/h6><\/a>Derivado del recorrido realizado en conjunto con el consultor CORPORATIVO NOVELL ROAD DE M\u00c3\u0089XICO y considerando la problem\u00c3\u00a1tica del sitio, se opt<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCI\u00d3N PANTE\u00d3N XALAPE\u00d1O – PT<\/h6><\/a>Derivado del recorrido realizado en conjunto con el consultor CORPORATIVO NOVELL ROAD DE M\u00c3\u0089XICO y considerando la problem\u00c3\u00a1tica del sitio, se opt<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTENCI\u00d3N PARA CIERRE LATERAL CASAS<\/h6><\/a>Tras una visita de campo entre SCT, la constructora y el \u00c3\u00a1rea t\u00c3\u00a9cnico-comercial de Maccaferri se eval\u00c3\u00baa la problem\u00c3\u00a1tica y en conjunto se l<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE GABI\u00c3O – DUTOS SAN AGUST\u00cdN<\/h6><\/a>La soluci\u00c3\u00b3n deber\u00c3\u00a1 de ser resistente a los esfuerzos tangenciales transmitidos por el paso del agua, mismos que el suelo no puede soportar; La c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE GAVIONES PROLONGACI\u00d3N BERNARDO QUINTANA<\/h6><\/a> Se present\u00c3\u00b3 una propuesta de un muro de contenci\u00c3\u00b3n con gaviones escalonado, quedando el escalonamiento en la fachada, adem\u00c3\u00a1s de proponer cun<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO GAVI\u00d3N DUCTOS SAN AGUST\u00cdN<\/h6><\/a>La soluci\u00c3\u00b3n deber\u00c3\u00a1 de ser resistente a los esfuerzos tangenciales transmitidos por el paso del agua, mismos que el suelo no puede soportar; La c<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO GAVION ROTONDA RAMA 60 COLA DE LAGARTO<\/h6><\/a>Se proyectaron muros de contenci\u00c3\u00b3n a gravedad con gaviones, la estructuraci\u00c3\u00b3n propuesta por MACCAFERRI cumpli\u00c3\u00b3 con todas las necesidades que <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO GAVI\u00d3N XICOTEPEC<\/h6><\/a>La bondad del gavi\u00c3\u00b3n en su facilidad de construcci\u00c3\u00b3n permiti\u00c3\u00b3 reutilizar la piedra con la que anteriormente se hab\u00c3\u00adan llenado los gaviones<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO MIXTO DE CONTENCI\u00d3N CENDI, CDMX<\/h6><\/a>Se retiro el muro de contenci\u00c3\u00b3n a base de costaleras y se construy\u00c3\u00b3 un muro Gavion-Terramesh, es decir se ocuparon dos sistemas, un muro a grave<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO PROTECCION MARGINAL MAGDALENA TEITIPAC<\/h6><\/a>El H. Ayuntamiento de Magdalena Teitipac prioriz\u00c3\u00b3 en su programa de obras, realizar los trabajos de reparaci\u00c3\u00b3n y protecci\u00c3\u00b3n del puente as\u00c3\u00ad<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO QUEBRADORA PARA STOCKPILE<\/h6><\/a>Las opciones de soluci\u00c3\u00b3n para la construcci\u00c3\u00b3n del muro fueron varias, r\u00c3\u00adgidas, flexibles y semi-rigidos; La elecci\u00c3\u00b3n final fue un sistema <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH CAMINO TEZIUTLAN-SAN JUAN ACATENO<\/h6><\/a>El proyecto original desarrollado por AMCORA consultor de SCT Puebla propon\u00c3\u00ada un muro verde mec\u00c3\u00a1nicamente estabilizado, al revisar a detalle el <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH EN LA SIERRA NEGRA DE PUEBLA<\/h6><\/a>Dadas la condiciones atmosf\u00c3\u00a9ricas y topogr\u00c3\u00a1ficas, fue necesario proponer un sistema de contenci\u00c3\u00b3n capaz de liberar la presi\u00c3\u00b3n hidrost\u00c3\u00a1t<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH METLANONOC KM 86<\/h6><\/a>La topograf\u00c3\u00ada altamente accidentada,la sismicidad de la zona y la consideraci\u00c3\u00b3n que el desplante del muro es un punto de salida de una cuenca hi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH PARA EMERGENCIA KM 23 XONOTIPAN<\/h6><\/a>Dadas las condiciones de suelos cohesivos, altamente pl\u00c3\u00a1sticos y que en contacto con el agua tienden a la falla, se propuso utilizar un sistema de <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH PARA QUEBRADORA<\/h6><\/a>La soluci\u00c3\u00b3n demandaba una rampa de acceso para los camiones con altura final de aprox. 10 m que es la apropiada con base al tipo de quebradora a ut<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH PARA QUEBRADORA MINERA CAPELA,GRO<\/h6><\/a>Debido a la presencia de grandes rocas al pie del muro, se opt\u00c3\u00b3 por construir un sistema armado de concreto y acero el cual sirviera de desplante d<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TERRAMESH SIERRA NEGRA DE TEHUACAN<\/h6><\/a>Las obras de concreto no eran opci\u00c3\u00b3n debido a que no liberan la presi\u00c3\u00b3n de poro de esta zona serrana, su peso acelera la falla interna del talud<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO TMS ESPECIAL PARA QUEBRADORA CAMINO ROJO<\/h6><\/a>Con la informaci\u00c3\u00b3n Geot\u00c3\u00a9cnica proporcionada por el consultor se dise\u00c3\u00b1\u00c3\u00b3 mediante el software MacStars un muro mec\u00c3\u00a1nicamente estabilizado<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MUROS<\/a><\/div>
MUROS DE CONTENCI\u00d3N, “PUNTA CASCATTA”<\/h6><\/a>De acuerdo a los niveles de piso terminado del proyecto arquitect\u00c3\u00b3nico se hizo un an\u00c3\u00a1lisis para una proyecci\u00c3\u00b3n de distintas alturas de seccio<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Museum<\/a><\/div>
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM<\/h6><\/a>Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of products in our portfolio that can achieve th<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MX-<\/a><\/div>
MX- ESCADA DISSIPADORA EM COYOPOLAN<\/h6><\/a>Para recuperar e estabilizar a zona do bueiro e proteger a tubula\u00c3\u00a7\u00c3\u00a3o de \u00c3\u00a1gua pot\u00c3\u00a1vel, optou-se por construir uma estrutura dissipadora em <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MX-MURO<\/a><\/div>
MX-MURO EN COYOPOLAN CON ESCALERAS DISIPADORAS<\/h6><\/a>Derivado del recorrido realizado en conjunto con el residente de obra por parte de la dependencia, se resolvi\u00c3\u00b3 construir un muro a base de gaviones<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MX-PROTECCION<\/a><\/div>
MX-PROTECCION MARGEN DERECHA PUENTE CHORRERAS<\/h6><\/a>Para evitar que el progreso de las afectaciones sobre la margen del r\u00c3\u00ado da\u00c3\u00b1aran irremediablemente el acceso al puente, se defini\u00c3\u00b3 la construc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Natural<\/a><\/div>
Natural Hazard Mitigation in the Alps<\/h6><\/a>In the present intervention, rockfall barriers RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructure<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NAVE<\/a><\/div>
NAVE INDUSTRIAL EMPRESA TOPRE<\/h6><\/a>Se busco una soluci\u00c3\u00b3n que adem\u00c3\u00a1s de proteger estructuralmente los taludes mostraran un avista agradable, por lo que se reconformaron los taludes<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NEW<\/a><\/div>
NEW AIRPORT IN MOUNTAINOUS REGION<\/h6><\/a>The cut-and-fill operations would enable the insertion of the 2,800m runway and airport buildings. To stabilise and reinforce the \u00e2\u0080\u0098fill\u00e2\u0080\u0099 (va<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NEW<\/a><\/div>
NEW SHARJAH-KHORFAKKAN ROAD<\/h6><\/a>From the previous successful experience of Terramesh system walls, the consultant approached Maccaferri Middle East to propose Terramesh MSE walls as <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NGCP<\/a><\/div>
NGCP ROCKFALL PROTECTION IN PANGASINAN<\/h6><\/a>To mitigate the impact of rockfalls and landslides and protect both the slope and vital infrastructure, NGCP opted for the installation of the Maccafe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NIVELACION<\/a><\/div>
NIVELACION DE PATIOS DE MERCANCIAS<\/h6><\/a>La mejora de los pavimentos del \u00c3\u00a1rea de patios consiste en una rehabilitaci\u00c3\u00b3n total de la estructura que incluye el fortalecimiento de subsuelo <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NORTH<\/a><\/div>
NORTH WALES COASTROAD (A55)<\/h6><\/a>Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
OBRA HIDRAULICA EN CENTRAL HIDROELECTRICA HUITES<\/h6><\/a>Despu\u00c3\u00a9s de evaluar las opciones se opt\u00c3\u00b3 por instalar un muro gavi\u00c3\u00b3n tipo alcanc\u00c3\u00ada en la margen del talud con el fin de interceptar y deten<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"OBRAS<\/a><\/div>
OBRAS PATIO VICTORIA<\/h6><\/a>Como parte del proyecto de remediaci\u00c3\u00b3n de pasivos mineros hist\u00c3\u00b3ricos, minera San Xavier en coordinaci\u00c3\u00b3n con dependencias del gobierno y la UA<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03<\/h6><\/a>Maccaferri\u00c2\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03<\/h6><\/a>Maccaferri\u00c2\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, G17<\/h6><\/a>Maccaferri\u00c2\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16<\/h6><\/a>Maccaferri\u00c2\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARQUE<\/a><\/div>
PARQUE LINEAL CON ANDADOR PEATONAL Y CICLISTA<\/h6><\/a>Se consideraron soluciones combinadas para otorgar la funci\u00c3\u00b3n de arrope del talud y de contenci\u00c3\u00b3n de una ciclov\u00c3\u00ada y andador peatonal. Maccafe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARQUE<\/a><\/div>
PARQUE LINEAL SARDANETA<\/h6><\/a>Para solucionar el problema y controlar la erosi\u00c3\u00b3n de los taludes del canal, se opt\u00c3\u00b3 por protegerlos con gavi\u00c3\u00b3n colch\u00c3\u00b3n el cual soporta ad<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARQUE<\/a><\/div>
PARQUE LINEAR COM PISTA DE CAMINHADA E CICLOVIA<\/h6><\/a>Se consideraron soluciones combinadas para otorgar la funci\u00c3\u00b3n de arrope del talud y de contenci\u00c3\u00b3n de una ciclov\u00c3\u00ada y andador peatonal. Maccafe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARQUE<\/a><\/div>
PARQUE RECREATIVO DE HUEHUETOCA<\/h6><\/a>El municipio de Huehuetoca se contact\u00c3\u00b3 con Maccaferri y se le coment\u00c3\u00b3 que la geomanta antierosiva MacMat R1, de filamentos de polipropileno, era<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PASSAGEM<\/a><\/div>
PASSAGEM INFERIOR DA RODOVIA BR-101 EM ESCADA<\/h6><\/a>A containment and verticalization project for the meeting embankment was implemented using the reinforced soil system with the Terramesh System wall. <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PATIO<\/a><\/div>
PATIO DE MANIOBRAS EN BOCAMINA<\/h6><\/a>El sistema mec\u00c3\u00a1nicamente estabilizado Terramesh de Maccaferri se acopla perfectamente a zonas con compleja topograf\u00c3\u00ada; Gracias a su flexibilidad<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PEACE<\/a><\/div>
PEACE BRIDGE<\/h6><\/a>A 40m long,8m high Green Terramesh\u00c2\u00ae reinforced soil abutment wall to surround and support the high-level bridge bank seat and integrate seamlessly <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Perilago<\/a><\/div>
Perilago Path \u2013 Reconstruction of Route 82<\/h6><\/a>The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh\u00e2\u0084\u00a2 System, the built wall h<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PLANTA<\/a><\/div>
PLANTA DE TRATAMIENTO SECUNDARIO<\/h6><\/a>Para evitar la infiltraci\u00c3\u00b3n de las aguas negras en las lagunas de sedimentaci\u00c3\u00b3n, se propuso la impermeabilizaci\u00c3\u00b3n de un geotextil Mactex\u00c2\u00ae <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PLANTA<\/a><\/div>
PLANTA DE TRATAMIENTO SECUNDARIO GOMEZ FARIAS<\/h6><\/a>Para evitar la infiltraci\u00c3\u00b3n de las aguas negras en las lagunas de sedimentaci\u00c3\u00b3n, se propuso la impermeabilizaci\u00c3\u00b3n mediante un geotextil de po<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PLAZOLETA<\/a><\/div>
PLAZOLETA 1 FRACCIONAMIENTO LA PORTA<\/h6><\/a>Se propuso construir un muro mec\u00c3\u00a1nicamente estabilizado con el Sistema Terramesh para contener y estabilizar los rellenos que se ten\u00c3\u00adan contempl<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PODLJUBELJ<\/a><\/div>
PODLJUBELJ ROCKFALL PROTECTION<\/h6><\/a>MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MA<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA DE GAVI\u00d3N PARA COLMATACI\u00d3N DE SUELO<\/h6><\/a>A trav\u00c3\u00a9s de la CONANP, UAQ, MACCAFERRI colabor\u00c3\u00b3 con la propuesta t\u00c3\u00a9cnica enfocada al dimensionamiento del cuerpo de la represa de control de <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA DE RETENCI\u00d3N DE SEDIMENTOS<\/h6><\/a>Debido a la topograf\u00c3\u00ada muy accidentada que se tienen en los cauces principales de esta mina, se opt\u00c3\u00b3 por la colocaci\u00c3\u00b3n de conjuntos de repres<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA DERIVADORA SANTA AGUEDA<\/h6><\/a> Se recomend\u00c3\u00b3 proteger los taludes con gavi\u00c3\u00b3n colch\u00c3\u00b3n el cual permite el desarrollo de la vegetaci\u00c3\u00b3n nativa. Para atender los problemas de<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA FILTRANTE EN EJIDO LAS VARAS<\/h6><\/a>La Direcci\u00c3\u00b3n Municipal de Desarrollo Rural de Chihuahua plante\u00c3\u00b3 un programa que consta de una serie de represas de gavi\u00c3\u00b3n en afluentes del ac<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA FILTRANTE EN EJIDO SIERRA AZUL<\/h6><\/a>A trav\u00c3\u00a9s de la Direcci\u00c3\u00b3n Municipal de Desarrollo Rural de Chihuahua se plantearon una serie de represas de gavi\u00c3\u00b3n en afluentes del acu\u00c3\u00adfer<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA FILTRANTE EN EJIDO SIERRA AZUL 2DA ETAPA<\/h6><\/a>La Direcci\u00c3\u00b3n Municipal de Desarrollo Rural de Chihuahua plante\u00c3\u00b3 un programa que consiste en una serie de represas de gavi\u00c3\u00b3n en afluentes del <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA FRANCISCO ABELL\u00c1N<\/h6><\/a>To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability of<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESTONS<\/a><\/div>
PRESTONS ROAD FLYOVER<\/h6><\/a>The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach r<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O COSTEIRA COM GABI\u00d5ES<\/h6><\/a>To protect and control erosion, PoliMac\u00e2\u0084\u00a2 box-type gabion containment was used, together with a PoliMac\u00e2\u0084\u00a2 Reno\u00c2\u00ae mattress, used at the pipe <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O DE DUTOS NO RIO COLIPA – VERACRUZ<\/h6><\/a>Este Gasoducto, pertenece al Centro Nacional de Control de Gas (CENAGAS) el responsable de esta l\u00c3\u00adnea, de igual forma mantiene la gesti\u00c3\u00b3n y mant<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O DE MARGEM – \u00a0CAMINO EL HUANAL<\/h6><\/a>Se apoy\u00c3\u00b3 t\u00c3\u00a9cnicamente a la dependencia SIOP Veracruz con el dise\u00c3\u00b1o estructural empleando Gaviones Reforzados demandando por la zona; Se inclu<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O DO RIO TEPANGO SANTIAGO TUXTLA<\/h6><\/a>La soluci\u00c3\u00b3n fue determinada por la Comisi\u00c3\u00b3n Nacional del Agua, en donde Maccaferri tuvo la oportunidad de brindar asesor\u00c3\u00ada t\u00c3\u00a9cnica para el<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION CON GAVIONES A COLECTOR DE BARRANCAS<\/h6><\/a>Con la informaci\u00c3\u00b3n reportada en los estudios hidrol\u00c3\u00b3gicos e hidr\u00c3\u00a1ulicos, se determin\u00c3\u00b3 que la velocidad del cauce superar\u00c3\u00ada los 3 m\/s. A<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DE DUCTOS EN R\u00cdO COLIPA, VERACRUZ<\/h6><\/a>Este Gasoducto, pertenece al Centro Nacional de Control de Gas (CENAGAS) el responsable de esta l\u00c3\u00adnea, de igual forma mantiene la gesti\u00c3\u00b3n y mant<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DE GASODUCTO<\/h6><\/a>Se requiri\u00c3\u00b3 reponer el material transportado y se coloc\u00c3\u00b3 un sistema de protecci\u00c3\u00b3n de gavi\u00c3\u00b3n colch\u00c3\u00b3n para cubrir la superficie, acompa\u00c3<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DE MARGENES EN ARROYO EL INDIO<\/h6><\/a>La soluci\u00c3\u00b3n \u00c3\u00b3ptima para el tiempo de ejecuci\u00c3\u00b3n que la obra solicitaba fue la construcci\u00c3\u00b3n de muros longitudinales a base de Gavi\u00c3\u00b3n Zinc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION DE TALUD Y CONTROL DE AGUA EN TAJO<\/h6><\/a>Para dar cumplimiento a esta solicitud ambiental, se dise\u00c3\u00b1\u00c3\u00b3 un sistema de encapsulamiento de la roca Potencial Generadora de Acidez (PGA) expues<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DE TALUDES CONTRA LA EROSI\u00d3N MTY.<\/h6><\/a>Para darle soluci\u00c3\u00b3n al problema presentado, se coloc\u00c3\u00b3 mediante anclas simples , una Geomanta Macmat\u00c2\u00ae R3 04 , para poder permitir un control d<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DE TALUDES MINERA REY DE PLATA<\/h6><\/a>Con la finalidad de contrarrestar las acciones del viento y agua, se necesita una soluci\u00c3\u00b3n la cual sea lo suficientemente capaz de retener los fino<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DEL RIO TEPANGO SANTIAGO TUXTLA<\/h6><\/a>La soluci\u00c3\u00b3n fue determinada por la Comisi\u00c3\u00b3n Nacional del Agua, en donde Maccaferri tuvo la oportunidad de brindar asesor\u00c3\u00ada t\u00c3\u00a9cnica para el<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N ESTRIBOS PUENTE LA MARTINICA<\/h6><\/a>La soluci\u00c3\u00b3n se present\u00c3\u00b3 con la dependencia SIOP, del estado de Veracruz, considerando los colchones gavi\u00c3\u00b3n, como la soluci\u00c3\u00b3n m\u00c3\u00a1s adecua<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION MARGEN DERECHA RIO NAOLINCO, ACTOPAN<\/h6><\/a>La soluci\u00c3\u00b3n fue determinada por el cliente final, dado que su contrato considera la elaboraci\u00c3\u00b3n de estudio y proyecto, Maccaferri brind\u00c3\u00b3 ases<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N MARGINAL CALLE RAFAEL MORENO VALLE<\/h6><\/a>El departamento t\u00c3\u00a9cnico desarroll\u00c3\u00b3 una propuesta de soluci\u00c3\u00b3n para la dependencia estatal SIOP-VERACRUZ. En ella se consider\u00c3\u00b3 el uso de gav<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION MARGINAL CAMINO EL HUANAL<\/h6><\/a>Se apoy\u00c3\u00b3 t\u00c3\u00a9cnicamente a la dependencia SIOP Veracruz con el dise\u00c3\u00b1o estructural empleando Gaviones Reforzados demandando por la zona; Se inclu<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION MARGINAL EN EL ARROYO ZAACHILA<\/h6><\/a>Se decidi\u00c3\u00b3 realizar el proyecto ejecutivo para la limpieza, desazolve y restituci\u00c3\u00b3n del barrote natural de la margen izquierda del Arroyo Zaachi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION MARGINAL EN EL RIO LA VIRGEN<\/h6><\/a>Para poder recuperar \u00c3\u00a1rea hidr\u00c3\u00a1ulica indispensable para el adecuado desalojo de las aguas de lluvia, se decidi\u00c3\u00b3 realizar el proyecto ejecutiv<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION MARGINAL EN EL RIO TAPANAL\u00c1<\/h6><\/a>Para poder recuperar \u00c3\u00a1rea hidr\u00c3\u00a1ulica se decidi\u00c3\u00b3 realizar el proyecto ejecutivo para la limpieza, desazolve y restituci\u00c3\u00b3n del barrote natur<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCION<\/a><\/div>
PROTECCION MARGINAL RIO ALSESECA<\/h6><\/a>Se realiz\u00c3\u00b3 visita en obra para poder generar proyecto y proponer una soluci\u00c3\u00b3n efectiva. Se propuso una protecci\u00c3\u00b3n marginal con gaviones MACCA<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N PARA PILA PUENTE SAN MARCOS<\/h6><\/a>La soluci\u00c3\u00b3n ten\u00c3\u00ada que ser capaz de resistir las altas velocidades del r\u00c3\u00ado, el arrastre de s\u00c3\u00b3lidos y protecci\u00c3\u00b3n contra socavaci\u00c3\u00b3n, to<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N PUENTE PALMAS, TIHUATLAN VERACRUZ.<\/h6><\/a>Con base en trabajos para compensaci\u00c3\u00b3n social que realiza la empresa TRANSCANADA, se gestionaron recursos para la protecci\u00c3\u00b3n del aproche del pue<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROYECTO<\/a><\/div>
PROYECTO CUXTAL FASE 1, REFORMA<\/h6><\/a>Se propuso una soluci\u00c3\u00b3n flexible a trav\u00c3\u00a9s de un arrope con piezas gavi\u00c3\u00b3n tipo colch\u00c3\u00b3n reno, las cuales tiene una geometr\u00c3\u00ada rectangular <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RABAB<\/a><\/div>
RABAB HARWEEL INTEGRATED PROJECT – PDO<\/h6><\/a>Understanding the concerns in all aspects, Maccaferri proposed ground stabilization with multiple layers of bi-axial extruded polypropylene geogrid be<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RAILWAY<\/a><\/div>
RAILWAY SAFETY PROJECT FOR \u2013 TCDD ALAYUNT-BALI<\/h6><\/a>To address the rockfall risk and enhance slope stability, several engineering solutions were implemented. A primary measure involved installing an RB <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RAMPA<\/a><\/div>
RAMPA DE EMERGENCIA DURANGO<\/h6><\/a>De manera preventiva, entre el espesor del material granular de la cama de frenado y la base cementada, se instal\u00c3\u00b3 un sistema geocompuesto capaz de<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECONSTRU\u00c7\u00c3O<\/a><\/div>
RECONSTRU\u00c7\u00c3O DE MARGENS DO RIO TENDIDO<\/h6><\/a>La soluci\u00c3\u00b3n se determin\u00c3\u00b3 por el cliente, dado que su contrato considera la elaboraci\u00c3\u00b3n de estudio y proyecto, Maccaferri brind\u00c3\u00b3 asesor\u00c3\u00ad<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECONSTRUCCI\u00d3N<\/a><\/div>
RECONSTRUCCI\u00d3N DE AMBAS M\u00c1RGENES DEL R\u00cdO TENDIDO<\/h6><\/a>La soluci\u00c3\u00b3n se determin\u00c3\u00b3 por el cliente, dado que su contrato considera la elaboraci\u00c3\u00b3n de estudio y proyecto, Maccaferri brind\u00c3\u00b3 asesor\u00c3\u00ad<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECONSTRUCCI\u00d3N<\/a><\/div>
RECONSTRUCCI\u00d3N DE LA MARGEN DEL RIO PANTEPEC<\/h6><\/a>Se realiz\u00c3\u00b3 una propuesta de desplante de muro gavi\u00c3\u00b3n con el uso de Gaviones Saco, donde Maccaferri elabor\u00c3\u00b3 una propuesta t\u00c3\u00a9cnica, proporci<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECONSTRUCCI\u00d3N<\/a><\/div>
RECONSTRUCCI\u00d3N DE MARGEN EN R\u00cdO OXOLOT\u00c1N<\/h6><\/a>La soluci\u00c3\u00b3n \u00c3\u00b3ptima que contrarresta de mejor manera a la problem\u00c3\u00a1tica, fue la construcci\u00c3\u00b3n de muros longitudinales a base de gavi\u00c3\u00b3n ref<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECONSTRUCCION<\/a><\/div>
RECONSTRUCCION DE OBRA DE DRENAJE KM 217+800<\/h6><\/a>Con base en los estudios de las condiciones del sitio, se determin\u00c3\u00b3 la reconstrucci\u00c3\u00b3n del terrapl\u00c3\u00a9n y mejoramiento de la obra de drenaje medi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECONSTRUCCION<\/a><\/div>
RECONSTRUCCION EN PASEO EN RIO ORIZABA, VER<\/h6><\/a>Sabiendo que la socavaci\u00c3\u00b3n fue la causa principal del movimiento del gavi\u00c3\u00b3n existente, la Constructora CHECA, solicit\u00c3\u00b3 apoyo a Maccaferri par<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reconstruction<\/a><\/div>
Reconstruction works on Avraire Road – Saint-Dalmas-de-Tende, 06<\/h6><\/a>As part of the geotechnical study, Maccaferri provided technical support to the design office, particularly for the design of retaining structures, ro<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RECUPERA\u00c7\u00c3O<\/a><\/div>
RECUPERA\u00c7\u00c3O DE ESTRUTURA DE PAVIMENTO<\/h6><\/a>La secretaria opta por rehabilitar la capa de rodamiento mediante la reposici\u00c3\u00b3n de la carpeta asf\u00c3\u00a1ltica. Se toman medidas cautelares que ayuden <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
REFUERZO BASAL PARA NIVELACION DE PATIO, API<\/h6><\/a>Como parte de la modernizaci\u00c3\u00b3n y ampliaci\u00c3\u00b3n del puerto y por la creciente demanda de importaci\u00c3\u00b3n y exportaci\u00c3\u00b3n de hierro a granel este pat<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
REFUERZO DE CARPETA ASFALTICA PARQUE INDUSTRIAL<\/h6><\/a>Al observar que el problema del asfalto no radicaba en su estructura, sino en la carpeta que presentaba deformaciones y absorb\u00c3\u00ada todo el desgaste d<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REHABILITACI\u00d3N<\/a><\/div>
REHABILITACI\u00d3N CON MME EN CARRETERA METLAT\u00d3NOC<\/h6><\/a>Debido a la variaci\u00c3\u00b3n topogr\u00c3\u00a1fica que favorece eventos hidrol\u00c3\u00b3gicos extraordinarios, la soluci\u00c3\u00b3n demandada deb\u00c3\u00ada cumplir con ser flexib<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REHABILITACI\u00d3N<\/a><\/div>
REHABILITACI\u00d3N DE ACCESOS CENTRAL HIDROEL\u00c9CTRICA<\/h6><\/a>De manera preventiva, se decidi\u00c3\u00b3 instalar un muro a gravedad, tipo alcanc\u00c3\u00ada, de gaviones. El muro se encuentra delimitando el \u00c3\u00a1rea del estaci<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REHABILITACI\u00d3N<\/a><\/div>
REHABILITACI\u00d3N DE CAMINO CON MME EN TEPEHUAJE<\/h6><\/a>La topograf\u00c3\u00ada accidentada y la cercan\u00c3\u00ada del r\u00c3\u00ado Metlat\u00c3\u00b3noc demandaba un muro flexible y permeable, lo cual se logr\u00c3\u00b3 con un muro mec\u00c3\u00a1<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REHABILITACION<\/a><\/div>
REHABILITACION DE CAMINO MEDIANTE MURO GAVION.<\/h6><\/a>Con el fin de no realizar un corte total de los carriles viales, se opt\u00c3\u00b3 por meter un muro de contenci\u00c3\u00b3n a gravedad el cual trabaja por peso pro<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REHABILITACI\u00d3N<\/a><\/div>
REHABILITACI\u00d3N DE CAMINO METLATONOC<\/h6><\/a>La topograf\u00c3\u00ada accidentada y la cercan\u00c3\u00ada del r\u00c3\u00ado Metlat\u00c3\u00b3noc demanda un muro flexible y permeable, lo cual se logra con un muro mec\u00c3\u00a1nicam<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REHABILITACI\u00d3N<\/a><\/div>
REHABILITACI\u00d3N DE ESTRUCTURA DE PAVIMENTO<\/h6><\/a>La secretaria opta por rehabilitar la capa de rodamiento mediante la reposici\u00c3\u00b3n de la carpeta asf\u00c3\u00a1ltica. Se toman medidas cautelares que ayuden <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Rehabilitation<\/a><\/div>
Rehabilitation due to Undermining in Villalobos<\/h6><\/a>An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabiliz<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Retaining Structure and Slope Reinforcement<\/h6><\/a>The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retainin<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REINFORCED<\/a><\/div>
REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K<\/h6><\/a>Based on the site conditions and specific requirements of the client, Terramesh units made of gabion fascia along with an integrated tail as reinforce<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – Per\u00fa<\/h6><\/a>The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RELLENO<\/a><\/div>
RELLENO SANITARIO “LAS CUEVAS”<\/h6><\/a>De acuerdo a especificaciones de la SEDUE (Secretaria de Desarrollo Urbano y Ecolog\u00c3\u00ada), organismo encargado de regular y vigilar el crecimiento urb<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RELLENO<\/a><\/div>
RELLENO SANITARIO ZINAP\u00c9CUARO<\/h6><\/a>Debido a que el relleno sanitario ya existe y no tiene ning\u00c3\u00ban tipo de protecci\u00c3\u00b3n, se propuso hacer una excavaci\u00c3\u00b3n a un lado del mismo relleno<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REPRESAS<\/a><\/div>
REPRESAS LAGUNA DE ATLANGATEPEC<\/h6><\/a>En el recorrido de la cuenca, se detectaron puntos estrat\u00e9gicos para la recolecci\u00f3n de azolves y material depositado por las avenidas. Se pens\u00f3 en<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RESTAURA\u00c7\u00c3O<\/a><\/div>
RESTAURA\u00c7\u00c3O AMBIENTAL DO POL\u00cdGONO LA ROSA<\/h6><\/a>Se prepar\u00c3\u00b3 un programa de cierre por parte del Departamento de Medio Ambiente con apoyo de Maccaferri, contemplando el retiro del tepetate (suelo i<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RESTAURACI\u00d3N<\/a><\/div>
RESTAURACI\u00d3N AMBIENTAL DEL POL\u00cdGONO LA ROSA<\/h6><\/a>Se prepar\u00c3\u00b3 un programa de cierre por parte del Departamento de Medio Ambiente con apoyo de Maccaferri, contemplando el retiro del tepetate (suelo i<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETENCI\u00d3N<\/a><\/div>
RETENCI\u00d3N DE CA\u00cdDOS CON MURO GAVI\u00d3N METLAT\u00d3NOC<\/h6><\/a>El tipo de suelo y la topograf\u00c3\u00ada de la regi\u00c3\u00b3n demanda rehabilitar y proteger el camino con un elemento flexible, monol\u00c3\u00adtico y permeable lo cu<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REVESTIMIENTO<\/a><\/div>
REVESTIMIENTO TALUD ENTRONQUE JIQUILPAN<\/h6><\/a>Se realiz\u00c3\u00b3 un recorrido en campo donde se apreci\u00c3\u00b3 la necesidad de proteger superficialmente los taludes generados por los cortes de la vialidad,<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REVESTIMIENTO<\/a><\/div>
REVESTIMIENTO TALUD TREN MAYA TRAMO 2<\/h6><\/a>Una vez caracterizado geot\u00c3\u00a9cnicamente el corte como una roca caliza decolor beige claro que posee una matriz dura, moderadamente meteorizada (grado<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RIACHO<\/a><\/div>
RIACHO PICACHO ETAPA II<\/h6><\/a>Se propuso la construcci\u00c3\u00b3n de un muro de Gavi\u00c3\u00b3n en dos de los meandros del arroyo con una altura de 4 m y una longitud de 100 m y 60 m respectiv<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Road<\/a><\/div>
Road stabilization in Totonicanap\u00e1<\/h6><\/a>The use of mono-oriented MacGrid WG geogrids integrated into the Terramesh system offers a superior technical solution for the containment project in <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION AT CHANGKAT JERING, PERAK, MALAYSIA<\/h6><\/a>About 25m\u00c2\u00b3 of granite came falling down but was stopped from tubling onto the highway by steel safety netting covering the rock face. The rocks fel<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION AT GOODVIEW HEIGHTS TOWNSHIP, SG LONG, SEL<\/h6><\/a>Maccaferri Galfan Steelgrid\u00e2\u0084\u00a2 G8\/3.0 was laid on top of the rock slope, with rock bolts anchoring at every 3m spacing. This acted to strengthen <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION AT GOODVIEW HEIGHTSMSG LONG<\/h6><\/a>Maccaferri Galfan Steelgrid\u00e2\u0084\u00a2 G8\/3.0 was laid on top of the rock slope, with rock bolts anchoring at every 3m spacing. This acted to strengthen an<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA<\/h6><\/a>Based on the rockfall trajectory analysis, the design energy level required is 2000 kJ. Flexible barrier with post height of 4m in installed over 500m<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION AT ST REGIS, LANGKAWI, KEDAH<\/h6><\/a>After thorough investigations, we have concluded that the High Resistance Rockfall Barrier system, CTR 02\/09B 250KJ is the solution to the matter. Thi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION OF BTS. BANDUNG\/CIANJUR-NARINGGUL-CIDAUN ROAD<\/h6><\/a>To comply with the requirements of enduring the estimated falling rocks, Maccaferri Indonesia provided a rockfall barrier (RB 3000) to dissipate the e<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAFETY<\/a><\/div>
SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR<\/h6><\/a>As part of the MBC project in the Alpes de Haute Provence department, EPC France called on France Maccaferri to provide a wide range of solutions for <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Second<\/a><\/div>
Second Stage MME at Puerto Escondido Airport<\/h6><\/a>To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SELLADO<\/a><\/div>
SELLADO DE POZOS DE BIOGAS<\/h6><\/a>Para la construcci\u00c3\u00b3n de pozos de captaci\u00c3\u00b3n de biog\u00c3\u00a1s que permitan realizar el proceso de desgasificaci\u00c3\u00b3n de las celdas de forma controlada<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SENTANI<\/a><\/div>
SENTANI NATIONAL ROAD ROCKFALL PROTECTION<\/h6><\/a>The solution chosen by the Ministry of Public Works was to substitute the expensive and rigid shotcrete protection with a more flexible and permeable <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SISTEMA<\/a><\/div>
SISTEMA DE CONTENCI\u00d3N DIN\u00c1MICO KM 302+000<\/h6><\/a>Se utilizaron estrat\u00c3\u00a9gicamente barreras de control de arrastre de s\u00c3\u00b3lidos o detritos, en zonas de amortiguamiento de los escurrimientos superfic<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SISTEMA<\/a><\/div>
SISTEMA TERRAMESH EN CAMINO VIAL<\/h6><\/a>Derivado del apoyo t\u00c3\u00a9cnico realizado al consultor Novel Road S.A. de C.V., se realiz\u00c3\u00b3 una visita al sitio de la falla, con el fin de determinar <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA<\/h6><\/a>Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. V<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE STABILISATION PORT OF ZIERBENA<\/h6><\/a>To secure the area, a highly rigid flexible containment system was designed and installed to limit ground deformation as much as possible, with a very<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Small<\/a><\/div>
Small green lung in the Metelliana Valley<\/h6><\/a>Maccaferri\u00e2\u0080\u0099s solution to the environmental challenges posed by the abandoned landfill in Cava de\u00e2\u0080\u0099 Tirreni involved the application of advanc<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SMRITIVAN<\/a><\/div>
SMRITIVAN EARTHQUAKE MEMORIAL<\/h6><\/a>Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions design<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SNCF<\/a><\/div>
SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE<\/h6><\/a>The work involved installing 3 lines of protective screens on the rock faces located on the slope and in the access trench to the Cap Martin tunnel, f<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SOLUCIONES<\/a><\/div>
SOLUCIONES COMBINADAS EN CALLE HORTENCIA<\/h6><\/a>Derivado de esta situaci\u00c3\u00b3n, el consultor CORPORATIVO NOVELL ROAD DE MEXICO, en conjunto con MACCAFERRI, determin\u00c3\u00b3 construir una contenci\u00c3\u00b3n mi<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SPOORLIJN<\/a><\/div>
SPOORLIJN 51A – ZWANKENDAMME<\/h6><\/a>The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri suppl<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"St<\/a><\/div>
St Andrews Royal & Ancient Golf Club<\/h6><\/a>The approved scheme was designed by HR Wallingford, to include both \u00e2\u0080\u0098hard\u00e2\u0080\u0099 and \u00e2\u0080\u0098soft\u00e2\u0080\u0099 engineering solutions and the contract was s<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SUNSET<\/a><\/div>
SUNSET CLIFF<\/h6><\/a>The solution adopted for the Sunset Cliff walls consists of two types of systems:Gravity walls using gabions for walls with heights less than 6 meters<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TALUD<\/a><\/div>
TALUD KM 184 AUTOPISTA MEXICO-TUXPAN, PUE.<\/h6><\/a>Para la zona de taludes se propuso el uso de geomanta MACMAT y malla ROCKMESH, ideal para contener ca\u00c3\u00addos medianos, adem\u00c3\u00a1s de confinar y complem<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TALUDES<\/a><\/div>
TALUDES KM 111+800 Y KM 126+850, CHOA -RAU. \u2013OCO<\/h6><\/a>Conociendo la baja capacidad de estabilizaci\u00c3\u00b3n natural del suelo de la zona se decidi\u00c3\u00b3 inicialmente abatir el talud para lograr la estabilidad g<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TALUDES<\/a><\/div>
TALUDES KM 35+600, LIBRAMIENTO NORESTE QRO.<\/h6><\/a>La soluci\u00c3\u00b3n debi\u00c3\u00b3 ser integra geot\u00c3\u00a9cnica e hidr\u00c3\u00a1ulicamente para ello se retir\u00c3\u00b3 la malla de doble torsi\u00c3\u00b3n afectada para despu\u00c3\u00a9s am<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TELAL<\/a><\/div>
TELAL EL SOKHNA\u2019 PROJECT<\/h6><\/a>Maccaferri\u00e2\u0080\u0099s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effe<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH<\/a><\/div>
TERRAMESH RD PATRIMONIAL<\/h6><\/a>The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH<\/a><\/div>
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1<\/h6><\/a>Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with Para<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
TERRAMESH SYSTEM BACK TO BACK TMT1 PSF90<\/h6><\/a>En colaboraci\u00c3\u00b3n con el equipo t\u00c3\u00a9cnico de Mota-Engil, se especificaron 9,258 m2 de Terramesh System\u00c2\u00ae tipo back to back para contener el terrap<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH\u00ae<\/a><\/div>
TERRAMESH\u00ae VERDE CARRETERA MATARANI KM. 24<\/h6><\/a>This road uses engineering solutions with reinforced soil walls, Terramesh\u00c2\u00ae System and Terramesh\u00c2\u00ae Verde, which economised the project by saving <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERZO<\/a><\/div>
TERZO VALICO DEI GIOVI – GENOVA JUNCTION<\/h6><\/a>Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a leng<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"The<\/a><\/div>
The Ash Yard of the Thermal Power Plant<\/h6><\/a>The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protection<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS<\/h6><\/a>The MacRes system with concrete facing was proposed as a technology for retaining wall because of the space limitations and fast installation. The Mac<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE GRAND BOHEMIAN HOTEL<\/h6><\/a>Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous pr<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE NEW ROUTE DU LITTORAL<\/h6><\/a>The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THREE<\/a><\/div>
THREE CITIES TRAIL<\/h6><\/a>The civil engineers at Halff successfully designed and  implemented a tie-back reinforced gabion retaining wall to   act as the sl<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TIENDA<\/a><\/div>
TIENDA DE AUTOSERVICIO SAN RAFAEL, VERACRUZ<\/h6><\/a>La soluci\u00c3\u00b3n propuesta para el cliente fue con Geomalla Biaxial MacGrid EG30S, tomando en cuenta lo especificado en el proyecto y realizando un an\u00c3<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TK<\/a><\/div>
TK 2018 – 006 – MRV<\/h6><\/a>The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion Box<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TMS<\/a><\/div>
TMS Y PROTECCION DE PUENTE LOS DUENDES<\/h6><\/a>La secretaria de infraestructura y obras p\u00c3\u00bablicas del estado de Veracruz solicit\u00c3\u00b3 el apoyo de Maccaferri, para elaborar una soluci\u00c3\u00b3n ante la <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
TORRE MIL\u00c1N LIVING<\/h6><\/a>Se coloc\u00c3\u00b3 un geodren MacDrain FP compuesto por un geotextil que permite el paso del agua, pero retiene las part\u00c3\u00adculas m\u00c3\u00a1s peque\u00c3\u00b1as de suel<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"USO<\/a><\/div>
USO DE GEOMALLA EN MUROS DE ADOBE PARA VIVIENDAS PATRIMONIALES<\/h6><\/a>Para evitar que las viviendas sean demolidas dada la importancia hist\u00c3\u00b3rica y cultural, se procede con la reconstrucci\u00c3\u00b3n de los muros de adobe y <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"VASOS<\/a><\/div>
VASOS DE ABSORCI\u00d3N EN EL PARQUE CENTRAL<\/h6><\/a>El Gobierno del Estado de Chihuahua en conjunto con el CIGEO de la Universidad Aut\u00c3\u00b3noma de Cd. Ju\u00c3\u00a1rez (UACJ) desarrollaron en el Parque Central <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"VEDA\u00c7\u00c3O<\/a><\/div>
VEDA\u00c7\u00c3O DE PO\u00c7OS DE BIOG\u00c1S<\/h6><\/a>Para la construcci\u00c3\u00b3n de pozos de captaci\u00c3\u00b3n de biog\u00c3\u00a1s que permitan realizar el proceso de desgasificaci\u00c3\u00b3n de las celdas de forma controlada<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"VOID<\/a><\/div>
VOID SPANNING IN HOUSING DEVELOPMENT<\/h6><\/a>The Developer\u00e2\u0080\u0099s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was <\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WALTHAM<\/a><\/div>
WALTHAM HIGH SCHOOL<\/h6><\/a>Based on the rock wall\u00e2\u0080\u0099s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommende<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"YELLOWSTONE<\/a><\/div>
YELLOWSTONE HWY 20<\/h6><\/a>The barrier was impacted on May 27, 2019, the opening day of summer travel to Yellowstone National Park. Wyoming DOT was notified of the large rockfal<\/span>Vista <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div>
<\/div>

\u00bfNo encontraste lo que estabas buscando?<\/h2><\/div><\/div><\/div>
\n
\n
\n
\n
\n \n

<\/h2>\n <\/div>\n <\/div>\n
\n \n
\n
\n
\n \n <\/span>\n <\/div>\n <\/div>\n <\/div>\n\n
\n
\n
Filtrado por:<\/div>\n <\/div>\n
\n
\n \n