{"id":46767,"date":"2023-07-18T15:19:52","date_gmt":"2023-07-18T13:19:52","guid":{"rendered":"https:\/\/www.maccaferri.com\/tr\/?page_id=46767"},"modified":"2024-12-17T10:59:54","modified_gmt":"2024-12-17T09:59:54","slug":"basari-hikayeleri","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/tr\/basari-hikayeleri\/","title":{"rendered":"Ba\u015far\u0131 Hikayeleri"},"content":{"rendered":"
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Ba\u015far\u0131 Hikayeleri<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
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\"141(BALIKES\u0130R),<\/a><\/div>
141(BALIKES\u0130R), 142 (\u00c7ANAKKALE), 145 (K\u00dcTAHYA) ROAD PROJECT<\/h6><\/a>As a result of the geotechnical calculations the installation of wire mesh with a tensile strength of 50 kN\/m was seen sufficient for holding the smal<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ALAPLI<\/a><\/div>
ALAPLI LANDSLIDE TERRAMESH SYSTEM PROJECT<\/h6><\/a>Considering the problem and the wishes of the client, it has been concluded that among the Maccaferri solutions, the most suitable solution for this p<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
ANAGOLD – \u00c7\u00d6PLER GOLD MINE ROCKFALL PROTECTION PROJECT<\/h6><\/a>In 2025, a second phase of implementation was launched to complement and strengthen the existing protection systems. As part of this phase, an additio<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ARDAHAN<\/a><\/div>
ARDAHAN DAM AND HYDROELECTRIC POWER PLANT<\/h6><\/a>In accordance to the above mentioned rockfall problems, the roads were protected by double-twisted wire mesh in a simple drapery system. Previous to t<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ARTV\u0130N<\/a><\/div>
ARTV\u0130N DAM TERRAMESH SYSTEM WALL APPLICATION<\/h6><\/a>Geosynthetic reinforced Terramesh System retaining walls were preferred in the design of the embankments of the Demirkent village road in the area bet<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ATA\u015eEH\u0130R<\/a><\/div>
ATA\u015eEH\u0130R M\u0130MAR S\u0130NAN MOSQUE<\/h6><\/a>In the first meeting with the contractor, considering the problem and the requests of the employer, it was revealed that among the Maccaferri solution<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AVALANCHE<\/a><\/div>
AVALANCHE MITIGATION FOR MSP 12 (L) 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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AYDIN<\/a><\/div>
AYDIN SAVCILLI SPP PROJECT EROSION CONTROL<\/h6><\/a> At this point, it was considered to apply shotcrete with the conventional system. But Maccaferri Turkey was recommended as the most effective soluti<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BAFOKENG<\/a><\/div>
BAFOKENG CIVIC CENTRE MACWALL<\/h6><\/a>In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa\/African Gabions proposed the use of the MacWall Compa<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BALESIN<\/a><\/div>
BALESIN ISLAND CLUB RUNWAY<\/h6><\/a>Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. T<\/span>G\u00f6r\u00fcnt\u00fcle <\/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\u00ae gabions<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
BASES AVANC\u00c9ES DE LA MINUSMA<\/h6><\/a>Pour ce faire, les Defencell Mac, (\u00e9l\u00e9ments multicellulaires fabriqu\u00e9s \u00e0 partir de panneaux en treillis soud\u00e9s et reli\u00e9s \u00e0 l\u2019aide de spirales<\/span>G\u00f6r\u00fcnt\u00fcle <\/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\u00ae system mechanically stabilized earth (MSE) wall <\/span>G\u00f6r\u00fcnt\u00fcle <\/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\u00b4s technicians to create a stable foundation for the planned <\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BIFURCATION<\/a><\/div>
BIFURCATION A10\/171 ORLEANS<\/h6><\/a>The reinforced embankments made by Maccaferri formed the return walls of the C1 and C3 abutments of the PSI986 structure. This viaduct connects the A7<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BILECIK<\/a><\/div>
BILECIK \u00dcNIVERSITESI KUTU GABION<\/h6><\/a>Sorunun \u00e7\u00f6z\u00fcm\u00fc i\u00e7in Maccaferri T\u00fcrkiye m\u00fchendisleri taraf\u0131ndan arazide incelemeler yap\u0131lm\u0131\u015ft\u0131r. Bu inceleme neticesinde meydana gelen topr<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"B\u0130LEC\u0130K<\/a><\/div>
B\u0130LEC\u0130K UNIVERSITY BOX GABION RETAINING WALL CONSTRUCTION<\/h6><\/a>Field investigations were carried out by Maccaferri Turkey engineers to solve the problem. As a result of this investigation, it has been observed tha<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BILECIK<\/a><\/div>
BILECIK UNIVERSITY PARKING LOT WALL<\/h6><\/a> After the discovery made by Maccaferri Turkey engineers at the construction site, it was concluded that instead of building a single-piece retaining <\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CHARLEROI<\/a><\/div>
CHARLEROI HOSPITAL<\/h6><\/a>The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri\u00b4s technicians to create a drainage layer. After the install<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"\u00c7\u00d6PLER<\/a><\/div>
\u00c7\u00d6PLER GOLD MINE RETAINING WALLS<\/h6><\/a>The traditional concrete systems that are common in the mine fields are rigid structures. Due to continious high vibrations, cracks occur in the concr<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"DIDIPIO<\/a><\/div>
DIDIPIO MINE ACCESS ROAD<\/h6><\/a>The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slope<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ELAZI\u011e<\/a><\/div>
ELAZI\u011e INTEGRATED HEALTH CAMPUS PRECAST PANEL RETAINING WALL<\/h6><\/a> Within the scope of the project, precast paneled polymer strip, geosynthetic reinforced wall designs were made around the entire hospital, which will<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ENERJ\u0130SA<\/a><\/div>
ENERJ\u0130SA BANDIRMA MACMAT R1 PROJECT<\/h6><\/a>Upon the request of our customer and the thorough evaluation and decision of our company's experienced field engineers, it was ultimately decided <\/span>G\u00f6r\u00fcnt\u00fcle <\/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\u00b0 degree (V:H = 1:1), referring to Public Works Ministry Specification \u201cSpesifikasi Khusus Interim SKh-1.3.17 Pe<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN<\/h6><\/a>To prevent the soil erosion on the embankment slopes, Maccaferri offered different solutions based on the slope height to be protected against erosion<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ESTA<\/a><\/div>
ESTA PARK HOUSES PROJECT<\/h6><\/a>In the first meeting with the employer, considering the problem and the requests of the employer, it was revealed that among the Maccaferri solution i<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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\u00b0  Segmental Block Retaining Wall System. The 4\u00b0 batter of   this system cre<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GEBZE-ORHANGAZI-\u0130ZMIR<\/a><\/div>
GEBZE-ORHANGAZI-\u0130ZMIR MOTORWAY GABION RETAINING WALL PROJECT<\/h6><\/a> As a result of the investigations made in the project area, it was determined that the correct solution for slope stabilization would be the Gabion <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HAR<\/a><\/div>
HAR MADENC\u0130L\u0130K COAL STORAGE AREA<\/h6><\/a>In the first meeting with the client, considering the problem and the requests, it was concluded that MacRes retaining wall with geosynthetic strip is<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"HELMHOLTZ-ZENTRUM<\/a><\/div>
HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF<\/h6><\/a>The company Secon Systems GmbH, partner of Maccaferri for the German market, provided full assistance, proposing a solution with the so-called beaver-<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"IRMAK<\/a><\/div>
IRMAK – KARAB\u00dcK – ZONGULDAK RAILWAY PROJECT<\/h6><\/a>In accordance to the above mentioned rockfall potential, several sections of the railway route were protected by double-twisted wire mesh in a simple <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"ISTANBUL<\/a><\/div>
ISTANBUL – \u015eILE – A\u011eVA ROAD PROJECT<\/h6><\/a>As a consequence of the above mentioned situation, it has been found necessary to protect the slope with a double-twisted wire mesh in a simple draper<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"\u0130STANBUL<\/a><\/div>
\u0130STANBUL TORUNKENT 5. LEVENT PROJECT<\/h6><\/a>Green Terramesh Retaining Wall Application with Geosynthetic Reinforcement After the meetings with the client and the engineering studies, it was deci<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"IVRINDI<\/a><\/div>
IVRINDI GOLD MINE SLOPE PROTECTION PROJECT<\/h6><\/a>In accordance with the urgency of the situation and in line with the technical and economic conditions, Double-Twisted Wire Mesh has been installed on<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"\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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"KARABUK<\/a><\/div>
KARABUK – ESKIPAZAR ROAD PROJECT<\/h6><\/a> According to the calculations made to ensure the consolidation of on-site consolidation of the rock blocks on the small-medium scale with the potenti<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"KASTAMONU-CANKIRI<\/a><\/div>
KASTAMONU-CANKIRI ROAD (ILGAZ TUNNEL)<\/h6><\/a>As a result of the geotechnical calculations the installation of Wire Mesh with a tensile strength of 50 kN\/m was seen sufficient for holding the smal<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"KAV\u015eAKBENDI<\/a><\/div>
KAV\u015eAKBENDI HIGH DAM AND HYDROELECTRICAL CENTRAL<\/h6><\/a>Due to the above mentioned situation, the high dam structures were protected with a passive drapery system. The drapery material was designed as a 6×8<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"KAYAPARK<\/a><\/div>
KAYAPARK PROJECT BASAL REINFORCEMENT<\/h6><\/a>To manage the differential settlement, Maccaferri offered Paralink\u2122 as a basal reinforcement solution. Paralink\u2122 geogrids are unique planar struct<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"KEMALPA\u015eA<\/a><\/div>
KEMALPA\u015eA LOGISTICS CENTER REINFORCED EARTH RETAINING STRUCTURE<\/h6><\/a>Due to the very high clay content of the natural ground in the project area, the settlement problems to be experienced on the ground were well tolerat<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"KOZCA\u011eIZ<\/a><\/div>
KOZCA\u011eIZ \u00a0DAM RELOCATED ROAD PROJECT<\/h6><\/a>For the Terramesh system of the Kozcagiz Dam project, planary reinforcement materials with a high tensile strength in one direction and composite geos<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"MANILA-CAVITE<\/a><\/div>
MANILA-CAVITE EXPRESSWAY<\/h6><\/a>Considering the size of the rock armors (minimum 0.5 meter in diameter), as well as the particle size of sand deposits and the drop height of rocks du<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"MISSTANBUL<\/a><\/div>
MISSTANBUL RESIDENTIAL PROJECT<\/h6><\/a>In view of the difficulties and considering the ultimate performance of establishing a rigid retaining structure on the sloping backfill, designing a <\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"NEW<\/a><\/div>
NEW SPORT FACILITY CONSTRUCTION FOR THE FOOTBALL CLUB GALATASARAY<\/h6><\/a>Maccaferri, was contacted and selected with their patented and trademarked Terramesh retaining wall system. Terramesh retaining wall system was applie<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"N\u0130L\u00dcFER<\/a><\/div>
N\u0130L\u00dcFER RIVER PANAYIR LOCATION STREAM RECLAMATION FLOOD PROTECTION<\/h6><\/a>It has been deemed appropriate to make a mattress gabion coating in the canal to provide an aesthetic and natural appearance and to increase the flow <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"NL<\/a><\/div>
NL BERGEN<\/h6><\/a>The anti-erosion mat MacMat R020 is reinforced by a polyester geogrid with a tensile strength of 20 kN\/m. The MacMat R020 was secured to the slope wit<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"NTPC<\/a><\/div>
NTPC SIDING-GADARWARA PROJECT\u2013 BLANKET THICKNESS REDUCTION<\/h6><\/a>Use of geosynthetics solution improves the performance of formation layer, which plays an important role for good performance of track. Also, it helps<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01<\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"PANAYIR<\/a><\/div>
PANAYIR RIVER PROJECT<\/h6><\/a>Mattress gabion was chosen as the ideal solution. It is durable and long-lasting. It is flexible and suitable for different settlements. The most <\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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<\/div><\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"REDROW<\/a><\/div>
REDROW HOMES DEVELOPMENT<\/h6><\/a>The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determi<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RELOCATION<\/a><\/div>
RELOCATION OF CANKIRI HIGHWAY PROJECT<\/h6><\/a>In order to resolve the issue, the slopes were analysed and the solution was to cover the slopes with Double Twisted Wire Mesh in order to prevent sma<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETAINING<\/a><\/div>
RETAINING WALL FOR THE JAW CRUSHER<\/h6><\/a>The fact that the reinforced concrete systems, which are known and common in the mine sites, are rigid systems, cause cracks and fractures in the conc<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL MITIGATION MEASURES AT SAPTSHRUNGI GAD, NASHIK<\/h6><\/a>The rockfall mitigation measures constituted of secured drapery system with Steelgrid MO and High Energy Absorption (HEA) panels and surface anchoring<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROMBLON<\/a><\/div>
ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD<\/h6><\/a>The road is the main thoroughfare of the Tablas Island. In order to protect the road and ensure serviceability after a typhoon, Maccaferri proposed th<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAMSUN-KALIN<\/a><\/div>
SAMSUN-KALIN HIGH SPEED RAILWAY PROJECT<\/h6><\/a>As a result of the geological investigations, simple drapery of the most critical slope areas with Double-Twisted Wire Mesh (Mesh Size: 8×10 and Wire <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAMSUN-KALIN<\/a><\/div>
SAMSUN-KALIN Y\u00dcKSEK HIZLI TREN KAYA VE TA\u015e D\u00dc\u015eMES\u0130 KORUMASI PROJES<\/h6><\/a>Jeolojik incelemeler neticesinde, \u00e7ift b\u00fck\u00fcml\u00fc \u00e7elik tel a\u011f (g\u00f6zenek boyutu 8×10 ve tel \u00e7ap\u0131 2,7 mm) olan kaya ve ta\u015f d\u00fc\u015fmesine kar\u015f\u0131 ko<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"\u015eANLIURFA<\/a><\/div>
\u015eANLIURFA – G\u00dcNEY BATI ROAD PROJECT<\/h6><\/a>As a consequence of the above mentioned situation, it was found necessary to protect the slope with a double-twisted wire mesh in a simple drapery sys<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SOCAR<\/a><\/div>
SOCAR TURKEY AEGEAN REFINERY (STAR) PROJECT<\/h6><\/a>Tekno Maccaferri conceived a hybrid reinforced soil solution for these tall retaining structures combining their Terramesh\u00ae System and ParaLink\u00ae hig<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TARLAC-NUEVA<\/a><\/div>
TARLAC-NUEVA ECIJA PROVINCIAL ROAD<\/h6><\/a>In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed t<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH<\/a><\/div>
TERRAMESH SISTEM ILE BOLU DA\u011eI T\u00dcNELI PORTAL KAPLAMASI<\/h6><\/a>\u00c7\u00f6z\u00fcm \u00f6nerisi olarak Maccaferri ve Viacon firmalar\u0131 ile \u00e7al\u0131\u015fmaya anla\u015fan \u0130dare\u2019nin \u00e7al\u0131\u015fmalar\u0131 SNH \u0130n\u015faat Y\u00fcklenici\u2019li\u011fi ile 20<\/span>G\u00f6r\u00fcnt\u00fcle <\/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\u00ae System and Terramesh\u00ae Verde, which economised the project by saving on b<\/span>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>G\u00f6r\u00fcnt\u00fcle <\/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>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"YHT<\/a><\/div>
YHT (HIGH-SPEED TRAIN) BILECIK STATION ROCKFALL PREVENTION PROJECT<\/h6><\/a>A comprehensive set of engineering solutions has been implemented to enhance safety against the high-risk rockfall hazards surrounding the tunnel port<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"YIGINLI<\/a><\/div>
YIGINLI TUNNEL CONNECTION AND DAM ROAD IMPROVEMENT PROJECT<\/h6><\/a>Initially, a drapery system was installed in the fractured and weathered areas of the slope. A total of 58,000 m\u00b2 of Double Twisted Mesh (8×10 D27) w<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"YUSUFELI<\/a><\/div>
YUSUFELI DAM RELOCATION ROADS PROJECT<\/h6><\/a>To mitigate the potential risks posed by rockfalls, a Drapery System (Passive) was implemented. This system was applied over a total area of 28,800<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div>
<\/div>

Aranan\u0131 bulamad\u0131n\u0131z m\u0131?<\/h2><\/div><\/div><\/div>
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