{"id":50982,"date":"2023-07-17T11:12:32","date_gmt":"2023-07-17T09:12:32","guid":{"rendered":"https:\/\/www.maccaferri.com\/es\/?page_id=50982"},"modified":"2023-07-17T11:12:33","modified_gmt":"2023-07-17T09:12:33","slug":"casos-de-exito","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/es\/casos-de-exito\/","title":{"rendered":"Casos de \u00e9xito"},"content":{"rendered":"
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Casos de \u00e9xito<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
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\"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>
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\"50<\/a><\/div>
50 YEAR OLD GABION STRUCTURE – RIVER HUMBER<\/h6><\/a>A \u2018half-tide\u2019 gabion wall, 2m high on an 18m wide gabion  apron (0.5m thick). The volume of protection was   approximately 13,<\/span>Vista <\/a>
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\"ACTUACI\u00d3N<\/a><\/div>
ACTUACI\u00d3N EN LOS TALUDES EN EL CONGOSTO DEL VENTAMILLO<\/h6><\/a>Las medidas de mitigaci\u00f3n para asegurar la seguridad del paso de veh\u00edculos por esta carretera fueron principalmente una serie de barreras din\u00e1micas<\/span>Vista <\/a>
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\"ACTUACIONES<\/a><\/div>
ACTUACIONES DE EMERGENCIA PARA LA ESTABILIZACI\u00d3N DEL TALUD EN LA A-45<\/h6><\/a>El talud contaba, con una malla en cortina, dise\u00f1ada para guiar los bloques inestables hasta la cuneta reduciendo su velocidad de impacto. Sin embarg<\/span>Vista <\/a>
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\"AEROPORTO<\/a><\/div>
AEROPORTO PL\u00c1CIDO DE CASTRO<\/h6><\/a>Debido a esto fue necesario la adopci\u00f3n de un geosint\u00e9tico tipo geomembrana para impermeabilizaci\u00f3n de los laterales de la pista y tambi\u00e9n de un g<\/span>Vista <\/a>
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\"AGRIPORT,<\/a><\/div>
AGRIPORT, MAYDON WHARF<\/h6><\/a>A raft foundation of Paralink \u2122 basal reinforcement was found to be the most cost-effective solution for this problem. Piled foundations would have <\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"BAH\u00cdA<\/a><\/div>
BAH\u00cdA DE PORTMAN<\/h6><\/a>El Ministerio de Agricultura, Alimentaci\u00f3n y Medio Ambiente adjudic\u00f3 las labores de regeneraci\u00f3n a la UTE Ciomar Marco. La soluci\u00f3n adoptada <\/span>Vista <\/a>
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\"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\u00ae gabions<\/span>Vista <\/a>
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\"BARRERA<\/a><\/div>
BARRERA DE PROTECCI\u00d3N CONTRA CORRIENTES DE DETRITOS<\/h6><\/a>En el proceso de dise\u00f1o, se analiz\u00f3 el caso de una avenida en el que la barrera debe soportar la carga de impacto din\u00e1mico debida al impacto de los<\/span>Vista <\/a>
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\"BARRERA<\/a><\/div>
BARRERA DIN\u00c1MICA RB 1500 CANTERA BITORIKA<\/h6><\/a>Para dar soluci\u00f3n al diagn\u00f3stico descrito, se ha instalado una barrera din\u00e1mica RB 1500, H=4 metros, con una longitud L=60 metros y anclajes de sue<\/span>Vista <\/a>
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\"BARRERAS<\/a><\/div>
BARRERAS DINAMICAS EN LA LADERA DE ROQUE BARTO<\/h6><\/a>En la fase de dise\u00f1o, se identificaron las \u00e1reas con mayor potencial de escarpe y se determin\u00f3 el volumen de los bloques tipo de 10m\u00b3, utilizando <\/span>Vista <\/a>
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\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS PARA LA PROTECCI\u00d3N DE LA CARRETERA C-14<\/h6><\/a>La soluci\u00f3n adoptada consisti\u00f3 en la instalaci\u00f3n de cinco tramos de barrera din\u00e1mica RB9000 dise\u00f1adas para proteger tanto la carretera como las e<\/span>Vista <\/a>
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\"BARRERAS<\/a><\/div>
BARRERAS DIN\u00c1MICAS RB9000 PARA LA PROTECCI\u00d3N DE LA CARRETERA C-14<\/h6><\/a>La soluci\u00f3n adoptada consisti\u00f3 en la instalaci\u00f3n de cinco tramos de barrera din\u00e1mica RB9000 dise\u00f1adas para proteger tanto la carretera como las e<\/span>Vista <\/a>
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\"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\u00ae system mechanically stabilized earth (MSE) wall <\/span>Vista <\/a>
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\"BE-ANTWERP<\/a><\/div>
BE-ANTWERP MALINAS<\/h6><\/a>The construction company firstly layed the ParaLink 950 rolls as indicated by Maccaferri\u00b4s technicians to create a stable foundation for the planned <\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"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>
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\"BODEGA<\/a><\/div>
BODEGA ARABARTE<\/h6><\/a>Para poder integrar las diferentes fases y partes de la construcci\u00f3n, los t\u00e9cnicos decidieron utilizar un entorno BIM y para ello Maccaferri puso a <\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"CARRETERA<\/a><\/div>
CARRETERA MA-2100, ENTRE ALAR\u00d3 Y ORIENT<\/h6><\/a>Para dar soluci\u00f3n a las inestabilidades generadas se han utilizado diferentes soluciones: En el P.K. 12, ante la presencia de grandes bloques de con<\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"CONSERVACI\u00d3N<\/a><\/div>
CONSERVACI\u00d3N DE LA GAVIOTA DE AUDOUIN EN EL PUERTO DE BARCELONA<\/h6><\/a>Desde el 2016, se han implementado acciones pioneras para designar zonas protegidas y gestionar distintas especies de aves que habitaban en sus instal<\/span>Vista <\/a>
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\"CONSTRUCTION<\/a><\/div>
CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE<\/h6><\/a>The Paraweb\u00ae MD45 geoband reinforcements were used and perfectly adapted to the intermediate material embankments (Type 3 according to NF EN 14475). <\/span>Vista <\/a>
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\"\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>
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\"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>
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\"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>
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\"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>
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<\/div><\/a><\/div>
DESPLIEGUE DE SEGUNDA V\u00cdA Y CONTROL DE EROSI\u00d3N CON MACMAT\u00ae R1 EN LA LAV PALENCIA-LE\u00d3N<\/h6><\/a>El despliegue de la segunda v\u00eda ferroviaria en el entorno de Bercianos del Real Camino ha sido una operaci\u00f3n de gran envergadura. El montaje de la v<\/span>Vista <\/a>
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\"DESPLIEGUE<\/a><\/div>
DESPLIEGUE DE SEGUNDA V\u00cdA Y CONTROL DE EROSI\u00d3N CON MACMAT\u00ae R1 EN LA LAV PALENCIA-LE\u00d3N<\/h6><\/a>El despliegue de la segunda v\u00eda ferroviaria en el entorno de Bercianos del Real Camino ha sido una operaci\u00f3n de gran envergadura. El montaje de la v<\/span>Vista <\/a>
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\"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>
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\"EL<\/a><\/div>
EL NUEVO PARQUE DE LA PLAZA DE LAS GL\u00d2RIES<\/h6><\/a>Para lograr el objetivo del proyecto de un paisaje natural, se proyect\u00f3 la instalaci\u00f3n de l\u00edneas de gaviones que conformar\u00edan las terrazas del jar<\/span>Vista <\/a>
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\"EROSION<\/a><\/div>
EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA<\/h6><\/a>The inclination of the slopes is 45\u00b0 degree (V:H = 1:1), referring to Public Works Ministry Specification \u201cSpesifikasi Khusus Interim SKh-1.3.17 Pe<\/span>Vista <\/a>
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\"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>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE LOS TALUDES DEL RAMAL ALF\u00c2NDEGA<\/h6><\/a>En el proceso de dise\u00f1o, AdF Geo Consultores de Geotecnia con la colaboraci\u00f3n de Maccaferri, dise\u00f1aron un sistema de contenci\u00f3n flexible de alta r<\/span>Vista <\/a>
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\"ESTABILIZACION<\/a><\/div>
ESTABILIZACION DE TALUD ADYACENTE A LA V\u00cdA CHELAS<\/h6><\/a>En respuesta a las condiciones geot\u00e9cnicas y geomorfol\u00f3gicas del talud en la carretera de Chelas, se implement\u00f3 una soluci\u00f3n de estabilizaci\u00f3n qu<\/span>Vista <\/a>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUD EN MUTRIKU<\/h6><\/a>La soluci\u00f3n adoptada consisti\u00f3 en la instalaci\u00f3n de un sistema de contenci\u00f3n flexible mediante Steelgrid, una cuadr\u00edcula de bulones y cables hori<\/span>Vista <\/a>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUDES EN EL PUERTO EXTERIOR DE A CORU\u00d1A<\/h6><\/a>A fin de proteger las instalaciones contra los desprendimientos, se propuso y dise\u00f1\u00f3 una soluci\u00f3n mixta con un sistema de contenci\u00f3n flexible en e<\/span>Vista <\/a>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUDES EN LA RUA JOSE MAGRO<\/h6><\/a>Para la estabilizaci\u00f3n efectiva del talud a largo plazo, con un procedimiento de f\u00e1cil ejecuci\u00f3n, se propuso un sistema de contenci\u00f3n flexible que<\/span>Vista <\/a>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DE TALUDES EN L\u00cdNEA L.A.V. MADRID-VALENCIA<\/h6><\/a>En los taludes compuestos por estratos de roca caliza margosa con intercalaciones de suelos de arcillas o limos, se evidencia una problem\u00e1tica de ero<\/span>Vista <\/a>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N DEL TALUD EN LA CARRETERA N-260 – BARO<\/h6><\/a>La Direcci\u00f3n General de Carreteras determin\u00f3 la instalaci\u00f3n de sistemas de contenci\u00f3n flexible para estabilizar el talud inestable. La soluci\u00f3n a<\/span>Vista <\/a>
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\"ESTABILIZACI\u00d3N<\/a><\/div>
ESTABILIZACI\u00d3N TALUDES PUERTO DE ZIERBENA<\/h6><\/a>Para asegurar la zona, se dise\u00f1\u00f3 e instal\u00f3 un sistema de contenci\u00f3n flexible de alta rigidez, para limitar al m\u00e1ximo la deformaci\u00f3n del terreno,<\/span>Vista <\/a>
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\"EXPANSION<\/a><\/div>
EXPANSION PROJECT “FUSTARET”<\/h6><\/a>In this context, a project for the adequacy of the \u201cFustaret\u201d saline deposit in S\u00faria (Barcelona) has been drafted, where the remnants of potash <\/span>Vista <\/a>
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\"EXPO<\/a><\/div>
EXPO HOUSE en DOHA EXPO 2023<\/h6><\/a>Maccaferri fue seleccionado como proveedor de tecnolog\u00eda para el SISTEMA DE CUBIERTA VERDE (GREEN COVER SYSTEM), debido a la gran variedad de product<\/span>Vista <\/a>
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\"EXTENSION<\/a><\/div>
EXTENSION OF THE CHANTERAINES PARK<\/h6><\/a>The Conseil G\u00e9n\u00e9ral 92 chose double-twist gabion cages because they allow the filling materials to show through easily. The infill stone chosen come<\/span>Vista <\/a>
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\"FESTIVAL<\/a><\/div>
FESTIVAL SUPERMALL MOUND PROMONTORY<\/h6><\/a>After several discussions with FLI engineers, Maccaferri\u2019s robust erosion protection geoblanket (MacMat R) has been approved for the project. Due<\/span>Vista <\/a>
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\"FINALIZACI\u00d3N<\/a><\/div>
FINALIZACI\u00d3N CUARTO CINTUR\u00d3N B-40, ENTRE OLESA Y VILADECAVALLS<\/h6><\/a>Para poder dar soluci\u00f3n a la erosi\u00f3n que provoca la inestabilidad superficial de los taludes y permita una revegetaci\u00f3n de \u00e9stos, se ha optado por<\/span>Vista <\/a>
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\"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>
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\"FOYLE<\/a><\/div>
FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY<\/h6><\/a>Maccaferri proposed the use of the MacWall Vertica 4\u00b0  Segmental Block Retaining Wall System. The 4\u00b0 batter of   this system cre<\/span>Vista <\/a>
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\"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>
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\"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>
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\"GAVIONES<\/a><\/div>
GAVIONES DE CERRAMIENTO, BOADILLA DEL MONTE<\/h6><\/a>Desde el principio, una soluci\u00f3n de gaviones de malla soldada GAVIARQ parec\u00eda la soluci\u00f3n m\u00e1s adecuada para cumplir con los requisitos de la propi<\/span>Vista <\/a>
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\"GESTI\u00d3N<\/a><\/div>
GESTI\u00d3N DE EMERGENCIA EN LA AP-66: PROTECCI\u00d3N CON BARRERA RB9000<\/h6><\/a>La mitigaci\u00f3n del riesgo de ca\u00edda de rocas sobre el desv\u00edo y la autopista se llev\u00f3 a cabo mediante la instalaci\u00f3n de una barrera din\u00e1mica RB9000<\/span>Vista <\/a>
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\"GESTI\u00d3N<\/a><\/div>
GESTI\u00d3N DEL RIESGO DE CA\u00cdDA DE BLOQUES EN LA CARRETERA BV-4241<\/h6><\/a>Debido a esta problem\u00e1tica y con el fin de mejorar la seguridad de los usuarios, se instalaron dos tipos de barreras din\u00e1micas, seleccionadas seg\u00fan<\/span>Vista <\/a>
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\"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>
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\"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>
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\"IMPLEMENTACI\u00d3N<\/a><\/div>
IMPLEMENTACI\u00d3N DE BARRERAS DIN\u00c1MICAS EN LA L\u00cdNEA LLEIDA – LA POBLA<\/h6><\/a>Para mitigar el riesgo de desprendimientos en la l\u00ednea ferroviaria se han instalado barreras din\u00e1micas entre las estaciones de \u00c0ger y Cellers, con <\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"LICEO<\/a><\/div>
LICEO LAS LAGUNAS<\/h6><\/a>Se recomend\u00f3 realizar un muro Terramesh\u00ae System PoliMac\u2122 en todo el perimetro trasero, con altura m\u00e1xima de 9.0m, para evitar problemas futuros. <\/span>Vista <\/a>
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\"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>
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\"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>
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\"M606<\/a><\/div>
M606 MOTORWAY \/ M62 JUNCTION<\/h6><\/a>Maccaferri\u2019s double twist woven gabions have been used to  create an approximately 450m, the combined length of road[1]side retaining wall<\/span>Vista <\/a>
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\"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>
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\"MALLATAS<\/a><\/div>
MALLATAS DE PASTOR EN EL PARQUE NACIONAL DE ORDESA Y MONTE PERDIDO<\/h6><\/a>Con el objetivo de reproducir al m\u00e1ximo la arquitectura original de las mallatas de pastor y obtener una integraci\u00f3n paisaj\u00edstica acorde a la zona,<\/span>Vista <\/a>
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\"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>
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\"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>
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\"MEJORA<\/a><\/div>
MEJORA DEL TERRENO PARA LA PLATAFORMA LOG\u00cdSTICA DE LEIX\u00d5ES<\/h6><\/a>La estrategia para abordar el desaf\u00edo en el Polo 1 de la plataforma log\u00edstica fue la implementaci\u00f3n del geosint\u00e9ticos para incrementar la capacida<\/span>Vista <\/a>
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\"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>
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<\/div><\/a><\/div>
MINE D\u2019OR DU TASIAST MASSIF DE L\u2019ADRAR<\/h6><\/a>The Terramesh\u00ae system is a system that combines a gabion facing with a continuous wire mesh reinforcement of the facing. The gabion part ensures a ne<\/span>Vista <\/a>
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\"MITIGACI\u00d3N<\/a><\/div>
MITIGACI\u00d3N DE RIESGOS EN TALUDES DE LA CARRETERA LP-2<\/h6><\/a>La mitigaci\u00f3n del riesgo se llev\u00f3 a cabo mediante la instalaci\u00f3n de una malla de doble trenzado 8×10-16 Galmac C3, que permiti\u00f3 acceder al talud y<\/span>Vista <\/a>
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\"MITIGACI\u00d3N<\/a><\/div>
MITIGACI\u00d3N DEL RIESGO GEOL\u00d3GICO EN MONTSERRAT<\/h6><\/a>En la zona inferior del talud, se estabilizaron bloques inestables mediante sistemas activos con membranas flexibles formadas por paneles de cable de <\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"MURO<\/a><\/div>
MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA<\/h6><\/a>The constructor together with the external supervision and the SICT residence analysed different alternatives for the required retaining works, and th<\/span>Vista <\/a>
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\"MURO<\/a><\/div>
MURO GAVIONES SEASCAPE RESORT – FINESTRAT<\/h6><\/a>La utilizaci\u00f3n de los gaviones de malla de triple torsi\u00f3n se pudo adaptar perfectamente a la forma requerida. Para el relleno de los gaviones se dec<\/span>Vista <\/a>
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\"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>
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\"NAVE<\/a><\/div>
NAVE INDUSTRIAL DE ARCAS OLL\u00c9<\/h6><\/a>Para los muros de terreno reforzado de la nave industrial, se opt\u00f3 por el sistema Terramesh\u00ae, formado por los siguientes elementos:\u2022  &n<\/span>Vista <\/a>
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\"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 \u2018fill\u2019 (valley) <\/span>Vista <\/a>
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\"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>
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\"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>
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\"OBRA<\/a><\/div>
OBRA DE EMERGENCIA EN LA A-317 EN V\u00c9LEZ-BLANCO<\/h6><\/a>Para solucionar estos problemas, se realiz\u00f3 una obra de emergencia que fue adjudicada a la empresa Servicios T\u00e9cnicos Napal, siendo los trabajos eje<\/span>Vista <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>Vista <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>Vista <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, G17<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>Vista <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>Vista <\/a>
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\"PARADOR<\/a><\/div>
PARADOR DE NERJA<\/h6><\/a>Para la estabilizaci\u00f3n superficial de la parte superior del talud, donde se han generado los voladizos, se ha colocado un Sistema Estructural Flexibl<\/span>Vista <\/a>
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\"PARTICULAR<\/a><\/div>
PARTICULAR EN BENAHAV\u00cdS<\/h6><\/a>La soluci\u00f3n con gaviones en malla electrosoldada GAVIARQ ha permitido, simult\u00e1neamente, obtener peque\u00f1os muros de contenci\u00f3n con alturas entre 1 y<\/span>Vista <\/a>
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\"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>
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\"PEACE<\/a><\/div>
PEACE BRIDGE<\/h6><\/a>A 40m long,8m high Green Terramesh\u00ae reinforced soil abutment wall to surround and support the high-level bridge bank seat and integrate seamlessly wi<\/span>Vista <\/a>
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\"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\u2122 System, the built wall has <\/span>Vista <\/a>
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\"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>
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\"PRESA<\/a><\/div>
PRESA FRANCISCO ABELL\u00c1N<\/h6><\/a>Para proteger a los usuarios y personal de mantenimiento de los posibles desprendimientos, se ha optado por una soluci\u00f3n espec\u00edfica para cada situac<\/span>Vista <\/a>
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\"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>
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\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O COSTEIRA COM GABI\u00d5ES<\/h6><\/a>To protect and control erosion, PoliMac\u2122 box-type gabion containment was used, together with a PoliMac\u2122 Reno\u00ae mattress, used at the pipe outlets,<\/span>Vista <\/a>
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\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N CONTRA CA\u00cdDA DE ROCAS EN ALHABIA<\/h6><\/a>Para garantizar la seguridad vial de la carretera, se realiz\u00f3 una obra de emergencia que fue adjudicada a la empresa Seanto. Dicha obra consta d<\/span>Vista <\/a>
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\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N CONTRA DESPRENDIMIENTOS C-13 FONT DE LES BAGASSES<\/h6><\/a>La soluci\u00f3n adoptada, adem\u00e1s del desbroce y saneo del talud para retirar bloques inestables, inclu\u00eda la instalaci\u00f3n de una serie de barreras din\u00e1<\/span>Vista <\/a>
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\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N CONTRA DESPRENDIMIENTOS EN LA L\u00cdNEA R3 EN TAGAMANENT<\/h6><\/a>Para proteger la v\u00eda ferroviaria contra desprendimientos de rocas se ha instalado 100 metros de barrera din\u00e1mica RB2000 con capacidad de absorci\u00f3n <\/span>Vista <\/a>
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\"PROTECCI\u00d3N<\/a><\/div>
PROTECCI\u00d3N DEL YACIMENTO ARQUEOL\u00d3GICO DE “LES COVES DEL FEM “<\/h6><\/a>Se ha optado por la flexibilidad de los gaviones en malla de doble torsi\u00f3n, con marca CE acorde a ETA-15\/0219, que ha permitido adaptar la intervenci<\/span>Vista <\/a>
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\"PROTECTION<\/a><\/div>
PROTECTION OF PROMENADE DES ANGLAIS IN NICE<\/h6><\/a>The Nice-C\u00f4te-d\u2019Azur municipality decided to install an anti-incursion barrier on the Promenade des Anglais to guarantee the safety of pedestrians.<\/span>Vista <\/a>
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\"PROYECTO<\/a><\/div>
PROYECTO DE AMPLIACI\u00d3N FUSTARET<\/h6><\/a>En este contexto se ha redactado un proyecto para la adecuaci\u00f3n del dep\u00f3sito salino del Fustaret en S\u00faria (Barcelona), emplazamiento en el cual se <\/span>Vista <\/a>
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\"PUERTO<\/a><\/div>
PUERTO DE LAS PALMAS \u2013 URBANIZACI\u00d3N ZONA LOG\u00cdSTICA DE LA ISLETA<\/h6><\/a>La soluci\u00f3n implementada para la estabilizaci\u00f3n de los taludes del frente de la cantera, consisti\u00f3 en un sistema de contenci\u00f3n flexible formado po<\/span>Vista <\/a>
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\"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>
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\"RAILWAY<\/a><\/div>
RAILWAY EMBANKMENT BURROWING PREVENTION<\/h6><\/a>Maccaferri\u2019s Anti-Burrowing Mesh has been proven to be a  strong rodent deterrent. Unlike any plastic grids or thin   rabbit net<\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"REPAIR<\/a><\/div>
REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET<\/h6><\/a>RC Spencer Associates Inc., a reputable engineering firm in  the Windsor area, was tasked by the Town of Amherstburg   to devise a<\/span>Vista <\/a>
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\"RESTAURACI\u00d3N<\/a><\/div>
RESTAURACI\u00d3N FLUVIAL Y PROTECCI\u00d3N LONGITUDINAL EN EL R\u00cdO ORIA<\/h6><\/a>To address this, NTTA turned to Lamb-Star Engineering, L.P. to design an erosion control solution. By implementing durable gabion systems and reinforc<\/span>Vista <\/a>
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\"RESTAURACI\u00d3N<\/a><\/div>
RESTAURACI\u00d3N \u2013 AUT\u00d3DROMO INTERNACIONAL DE GOI\u00c2NI<\/h6><\/a>Pensando en ello, AGETOP, la agencia estatal responsable de la administraci\u00f3n del aut\u00f3dromo, decidi\u00f3 utilizar geomallas para el refuerzo del asfalt<\/span>Vista <\/a>
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\"RESTORATION<\/a><\/div>
RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS<\/h6><\/a>The acrobatic works company, Hydrokarst, based in France, solicited Maccaferri to propose solutions for protection against rockfalls. Several types of<\/span>Vista <\/a>
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\"RETENTION<\/a><\/div>
RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA<\/h6><\/a>The site of the presidential suite building area is on hilly terrain and the foundation strata is completely rock. The height of the retention is vary<\/span>Vista <\/a>
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\"RINGFIETSPAD<\/a><\/div>
RINGFIETSPAD ANTWERP<\/h6><\/a>Mainly, four different types of facing inclinations have been used for this project: 27\u00b0, 34\u00b0, 45\u00b0 and 60\u00b0 The main product used is Terramesh Gree<\/span>Vista <\/a>
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\"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>
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\"ROB<\/a><\/div>
ROB FOR CONNECTIVITY BETWEEN MUNDRA AND NH 8A<\/h6><\/a>The stone column technique, also known as vibro-replacement or vibro-displacement, is a ground improvement process where vertical columns of compacted<\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"SELLADO<\/a><\/div>
SELLADO DEL VERTEDERO DE SERMONDE: SOLUCIONES GEOSINT\u00c9TICAS<\/h6><\/a>El sellado del vertedero se ejecut\u00f3 mediante materiales geosint\u00e9ticos, brindando una soluci\u00f3n eficaz de impermeabilizaci\u00f3n y control ambiental. Un<\/span>Vista <\/a>
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\"SISTEMA<\/a><\/div>
SISTEMA TERRAMESH EN LA ROTONDA DE CASTELLNOU<\/h6><\/a>La soluci\u00f3n adoptada para la contenci\u00f3n de tierras en el costado de la rotonda de Castellnou es un muro de suelo reforzado con el sistema Terramesh,<\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"SOSTENIMIENTO<\/a><\/div>
SOSTENIMIENTO ROCALLA EN V\u00cdCAR, ALMER\u00cdA<\/h6><\/a>Para solucionar este problema, se realiz\u00f3 el siguiente sostenimiento:Red de cable LEA 300-8 de 130 kN\/m de resistencia a la tracci\u00f3n y 204 kN de res<\/span>Vista <\/a>
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\"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>
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\"STRENGTHENING<\/a><\/div>
STRENGTHENING OF THE ROADBED LAYER OF THE RN4<\/h6><\/a>Initially, a granular drain mat was installed at the PST (Upper Part of Earthworks) level to capture flows and percolations from surrounding water bas<\/span>Vista <\/a>
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\"SUNSET<\/a><\/div>
SUNSET CLIFF<\/h6><\/a>La soluci\u00f3n adoptada para los muros del \u201cSunset Cliff\u201d est\u00e1 formada por dos tipos de sistemas:Muros de gravedad mediante gaviones en el caso de <\/span>Vista <\/a>
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\"TELAL<\/a><\/div>
TELAL EL SOKHNA\u2019 PROJECT<\/h6><\/a>Maccaferri\u2019s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effecti<\/span>Vista <\/a>
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\"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>
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\"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>
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\"TERRAMESH\u00ae<\/a><\/div>
TERRAMESH\u00ae VERDE CARRETERA MATARANI KM. 24<\/h6><\/a>This road uses engineering solutions with reinforced soil walls, Terramesh\u00ae System and Terramesh\u00ae Verde, which economised the project by saving on b<\/span>Vista <\/a>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"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>
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\"URBANIZACI\u00d3N<\/a><\/div>
URBANIZACI\u00d3N DE LOS JARDINES DE ANNA PIFERRER<\/h6><\/a>La soluci\u00f3n adoptada para la ejecuci\u00f3n de las terrazas en las distintas \u00e1reas fue la construcci\u00f3n de muros de suelo reforzado utilizando el Sistem<\/span>Vista <\/a>
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\"URBANIZACI\u00d3N<\/a><\/div>
URBANIZACI\u00d3N SAN SEBASTIAN DE LOS REYES<\/h6><\/a>Para elaborar la propuesta t\u00e9cnica, debido a que la geometr\u00eda del muro es variable a lo largo de todo el trazado, A. Bianchini Ingeniero decidi\u00f3 de<\/span>Vista <\/a>
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\"V\u00cdA<\/a><\/div>
V\u00cdA R\u00c1PIDA C\u00c1MARA DE LOBOS \/ ESTRECHO C\u00c1MARA DE LOBOS<\/h6><\/a>Una de las soluciones escogidas para los muros de contenci\u00f3n fue el Sistema Terramesh, con el cual se logr\u00f3 una gran verticalidad del paramento y la<\/span>Vista <\/a>
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\"VOID<\/a><\/div>
VOID SPANNING IN HOUSING DEVELOPMENT<\/h6><\/a>The Developer\u2019s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was com<\/span>Vista <\/a>
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\"WALTHAM<\/a><\/div>
WALTHAM HIGH SCHOOL<\/h6><\/a>Based on the rock wall\u2019s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended m<\/span>Vista <\/a>
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\"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>
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