{"id":56350,"date":"2023-07-19T12:29:51","date_gmt":"2023-07-19T10:29:51","guid":{"rendered":"https:\/\/www.maccaferri.com\/id\/?page_id=56350"},"modified":"2023-07-19T12:38:39","modified_gmt":"2023-07-19T10:38:39","slug":"success-stories","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/id\/success-stories\/","title":{"rendered":"Success Stories"},"content":{"rendered":"
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Success Stories<\/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>View <\/a>
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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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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 even a submerged barrier that goes parallel to the shore. Maccaferri Indon<\/span>View <\/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 even a submerged barrier that goes parallel to the shore. Maccaferri Indon<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"AYAMARU<\/a><\/div>
AYAMARU LAKE EMBANKMENT IN SORONG, WEST PAPUA<\/h6><\/a>Maccaferri proposes a reliable solution by using Reno Mattresses Plus as a substitute for concrete to cover the embankment in Lake Ayamaru. The design<\/span>View <\/a>
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\"AYAMARU<\/a><\/div>
AYAMARU LAKE EMBANKMENT IN SORONG, WEST PAPUA<\/h6><\/a>Maccaferri proposes a reliable solution by using Reno Mattresses Plus as a substitute for concrete to cover the embankment in Lake Ayamaru. The design<\/span>View <\/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>View <\/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>View <\/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>View <\/a>
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\"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>View <\/a>
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\"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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BASAL<\/a><\/div>
BASAL REINFORCEMENT AT EMBUNG AJI RADEN<\/h6><\/a>Soil replacement was decided to replace 1m of soft soil below the embankment. Before backfilling the excavated area, basal reinforcement was laid, tog<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"BASAL<\/a><\/div>
BASAL REINFORCEMENT AT EMBUNG AJI RADEN<\/h6><\/a>Soil replacement was decided to replace 1m of soft soil below the embankment. Before backfilling the excavated area, basal reinforcement was laid, tog<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
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\"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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
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\"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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CHANNEL<\/a><\/div>
CHANNEL REVETMENT AT HEAVEN MEMORIAL PARK CEMETERY<\/h6><\/a>The Revetment Structure was constructed and completed using Gabion, Reno Mattress, and Terramesh System. These materials are mainly made of Double-Twi<\/span>View <\/a>
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\"CHANNEL<\/a><\/div>
CHANNEL REVETMENT AT HEAVEN MEMORIAL PARK CEMETERY<\/h6><\/a>The Revetment Structure was constructed and completed using Gabion, Reno Mattress, and Terramesh System. These materials are mainly made of Double-Twi<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CIAWI<\/a><\/div>
CIAWI DAM DROP STRUCTURE<\/h6><\/a>The river diversion structure is mainly using gabions and reno mattresses with stone filling as the core. Steel anchors were installed to keep the gab<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CIAWI<\/a><\/div>
CIAWI DAM DROP STRUCTURE<\/h6><\/a>The river diversion structure is mainly using gabions and reno mattresses with stone filling as the core. Steel anchors were installed to keep the gab<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COASTAL<\/a><\/div>
COASTAL PROTECTION IN KENJERAN<\/h6><\/a>A 340m long gabion sea wall was installed to protect it against tidal wave that can be erosion issue in the coastal area. Countermeasures to face the <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COASTAL<\/a><\/div>
COASTAL PROTECTION IN KENJERAN<\/h6><\/a>A 340m long gabion sea wall was installed to protect it against tidal wave that can be erosion issue in the coastal area. Countermeasures to face the <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COASTAL<\/a><\/div>
COASTAL PROTECTION IN TANAH LOT, BALI<\/h6><\/a>A 100m long gabion sea wall was installed in front of the property to protect it against wave action during the rainy season. Countermeasures to face<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COASTAL<\/a><\/div>
COASTAL PROTECTION IN TANAH LOT, BALI<\/h6><\/a>A 100m long gabion sea wall was installed in front of the property to protect it against wave action during the rainy season. Countermeasures to face<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COMBINATION<\/a><\/div>
COMBINATION OF MSE WALL & EROSION CONTROL FOR LANDSLIDE MANAGEMENT<\/h6><\/a>Maccaferri Indonesia recommends a combination of solutions involving MSE Wall and erosion control using Terramesh as a reinforcement and MacMat that f<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"COMBINATION<\/a><\/div>
COMBINATION OF MSE WALL & EROSION CONTROL FOR LANDSLIDE MANAGEMENT<\/h6><\/a>Maccaferri Indonesia recommends a combination of solutions involving MSE Wall and erosion control using Terramesh as a reinforcement and MacMat that f<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CRUSHER<\/a><\/div>
CRUSHER WALL AT INDOCEMENT FACTORY<\/h6><\/a>After a comparison in terms of cost and construction timing, the Client opted for the construction of an Hybrid Reinforced Soil Wall combining metal r<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"CRUSHER<\/a><\/div>
CRUSHER WALL AT INDOCEMENT FACTORY<\/h6><\/a>After a comparison in terms of cost and construction timing, the Client opted for the construction of an Hybrid Reinforced Soil Wall combining metal r<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT GONDANG DAM<\/h6><\/a>To mitigate the surface erosion of cut slopes, an Erosion Control System was chosen due to its easy application, permeable material, and competitive p<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT GONDANG DAM<\/h6><\/a>To mitigate the surface erosion of cut slopes, an Erosion Control System was chosen due to its easy application, permeable material, and competitive p<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT KARALLOE DAM<\/h6><\/a>MacMat EM\u00ae and MacMat HS\u00ae with Vegetation are the solutions selected to protect the cut slopes at Karalloe Dam. MacMat EM\u00ae is an erosion control bl<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT KARALLOE DAM<\/h6><\/a>MacMat EM\u00ae and MacMat HS\u00ae with Vegetation are the solutions selected to protect the cut slopes at Karalloe Dam. MacMat EM\u00ae is an erosion control bl<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT LEUWIKERIS DAM – PACKAGE 1<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT LEUWIKERIS DAM – PACKAGE 1<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT OTORITA BATAM HOSPITAL (RSOB)<\/h6><\/a>Maccaferri Indonesia meets those criteria with an erosion control system that enables vegetation, is permeable, easy to install, price competitive, an<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT OTORITA BATAM HOSPITAL (RSOB)<\/h6><\/a>Maccaferri Indonesia meets those criteria with an erosion control system that enables vegetation, is permeable, easy to install, price competitive, an<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT PIDEKSO DAM<\/h6><\/a>In order to mitigate the risk of surface erosion, Erosion Control System was chosen due to its easy application, permeable material, and competitive p<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT PIDEKSO DAM<\/h6><\/a>In order to mitigate the risk of surface erosion, Erosion Control System was chosen due to its easy application, permeable material, and competitive p<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT WAY SEKAMPUNG DAM<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL AT WAY SEKAMPUNG DAM<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL SYSTEM AT BERINGIN SILA DAM<\/h6><\/a>Our erosion control system is made of a combination of one unity between HDPE geomat and a double-twisted wire mesh panel with longitudinal high tensi<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL SYSTEM AT BERINGIN SILA DAM<\/h6><\/a>Our erosion control system is made of a combination of one unity between HDPE geomat and a double-twisted wire mesh panel with longitudinal high tensi<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL SYSTEM WITH POLYBAG METHOD AT TIU SUNTUK DAM<\/h6><\/a>In order to mitigate the surface erosion of slopes, the Erosion Control System was chosen due to its easy application, permeable material, and competi<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"EROSION<\/a><\/div>
EROSION CONTROL SYSTEM WITH POLYBAG METHOD AT TIU SUNTUK DAM<\/h6><\/a>In order to mitigate the surface erosion of slopes, the Erosion Control System was chosen due to its easy application, permeable material, and competi<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FV17<\/a><\/div>
FV17 LIAFJELLET-OLVIKVATNET<\/h6><\/a>Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing the<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"FV17<\/a><\/div>
FV17 LIAFJELLET-OLVIKVATNET<\/h6><\/a>Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing the<\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GABION<\/a><\/div>
GABION WALLS FOR SAHARA AAMBY VALLEY CITY<\/h6><\/a>A series of self-draining, flexible, eco-friendly Gabion walls have been provided in Sahara Lake City along external\/internal roads, mini club area, c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"GABION<\/a><\/div>
GABION WALLS FOR SAHARA AAMBY VALLEY CITY<\/h6><\/a>A series of self-draining, flexible, eco-friendly Gabion walls have been provided in Sahara Lake City along external\/internal roads, mini club area, c<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"INDOCEMENT<\/a><\/div>
INDOCEMENT FACTORY RIVERBANK PROTECTION<\/h6><\/a>The solution proposed by Maccaferri involved mainly Gabion structures coupled with Reno Mattresses used as toe scouring protection. The solution, if c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"INDOCEMENT<\/a><\/div>
INDOCEMENT FACTORY RIVERBANK PROTECTION<\/h6><\/a>The solution proposed by Maccaferri involved mainly Gabion structures coupled with Reno Mattresses used as toe scouring protection. The solution, if c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KALIORANG,<\/a><\/div>
KALIORANG, WING WALL PIT CRUSHER<\/h6><\/a>The solution proposed was Paramesh System (Paralink & Terramesh) from Maccaferri Indonesia. The combination of hybrid material like Terramesh and Para<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KALIORANG,<\/a><\/div>
KALIORANG, WING WALL PIT CRUSHER<\/h6><\/a>The solution proposed was Paramesh System (Paralink & Terramesh) from Maccaferri Indonesia. The combination of hybrid material like Terramesh and Para<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KANAWA<\/a><\/div>
KANAWA SLOPE AND RIVER PROTECTION<\/h6><\/a>The Public Works Department decided to build a Reinforced Soil Slope as retaining structure and a gabion-made drop structure to dissipate the energy o<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KANAWA<\/a><\/div>
KANAWA SLOPE AND RIVER PROTECTION<\/h6><\/a>The Public Works Department decided to build a Reinforced Soil Slope as retaining structure and a gabion-made drop structure to dissipate the energy o<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KILDARE<\/a><\/div>
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME<\/h6><\/a>Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project draw<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KILDARE<\/a><\/div>
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME<\/h6><\/a>Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project draw<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KOSOVO<\/a><\/div>
KOSOVO MOTORWAY PROJECT<\/h6><\/a>Mainly, seven Paramesh system walls have been built: WL 015, WL 024, WL 060, WR 131, WR 134, WR 139, WR 406. The main products used are Terramesh Syst<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KOSOVO<\/a><\/div>
KOSOVO MOTORWAY PROJECT<\/h6><\/a>Mainly, seven Paramesh system walls have been built: WL 015, WL 024, WL 060, WR 131, WR 134, WR 139, WR 406. The main products used are Terramesh Syst<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KURINGEN<\/a><\/div>
KURINGEN BRIDGE 19<\/h6><\/a>The new bridge in Kuringen is built according to the principle of generic bridges used at various locations along the Albert Canal. The bridge has bee<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"KURINGEN<\/a><\/div>
KURINGEN BRIDGE 19<\/h6><\/a>The new bridge in Kuringen is built according to the principle of generic bridges used at various locations along the Albert Canal. The bridge has bee<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LANDSLIDE<\/a><\/div>
LANDSLIDE REHABILITATION MAKALE-PALOPO ROAD<\/h6><\/a>The subgrade consists of andesit with limited and isolated area, so it is not possible for heavy equipments to do pilling work. A structure with perme<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LANDSLIDE<\/a><\/div>
LANDSLIDE REHABILITATION MAKALE-PALOPO ROAD<\/h6><\/a>The subgrade consists of andesit with limited and isolated area, so it is not possible for heavy equipments to do pilling work. A structure with perme<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LANDSLIDE<\/a><\/div>
LANDSLIDE REHABILITATION RIAU – JAMBI ROAD<\/h6><\/a>Maccaferri Terramesh System as a flexible structure able to provide the solution. Construction of a reinforced embankment with a gabion facing structu<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LANDSLIDE<\/a><\/div>
LANDSLIDE REHABILITATION RIAU – JAMBI ROAD<\/h6><\/a>Maccaferri Terramesh System as a flexible structure able to provide the solution. Construction of a reinforced embankment with a gabion facing structu<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LANDSLIDE<\/a><\/div>
LANDSLIDE REHABILITATION SP. TUAN – MERLUNG ROAD<\/h6><\/a>Maccaferri Terramesh System as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to reconstructed th<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LANDSLIDE<\/a><\/div>
LANDSLIDE REHABILITATION SP. TUAN – MERLUNG ROAD<\/h6><\/a>Maccaferri Terramesh System as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to reconstructed th<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"L\u00d6TZGALERIE\"<\/a><\/div>
L\u00d6TZGALERIE<\/h6><\/a>The client chose the most economical system. The Maccaferri RB 3000 safety net with an energy of 3000 kJ and a height of 5 m. It was a great challenge<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"L\u00d6TZGALERIE\"<\/a><\/div>
L\u00d6TZGALERIE<\/h6><\/a>The client chose the most economical system. The Maccaferri RB 3000 safety net with an energy of 3000 kJ and a height of 5 m. It was a great challenge<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LOW<\/a><\/div>
LOW PERMEABILITY LINING AT KUNINGAN DAM<\/h6><\/a>A 2,500 m2 area of MacLine GCL W10 has been installed on an existing slope at the side of the access road. The construction was then continued with an<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LOW<\/a><\/div>
LOW PERMEABILITY LINING AT KUNINGAN DAM<\/h6><\/a>A 2,500 m2 area of MacLine GCL W10 has been installed on an existing slope at the side of the access road. The construction was then continued with an<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LU-A13<\/a><\/div>
LU-A13 DUDELANGE-BURANGE<\/h6><\/a>The loads applied varied from 26 kN\/sqm up to 44 kN\/m2 in correspondence of the traffic lanes and 5 kN\/sqm for the pedestrian and bicycle path. 4,000<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"LU-A13<\/a><\/div>
LU-A13 DUDELANGE-BURANGE<\/h6><\/a>The loads applied varied from 26 kN\/sqm up to 44 kN\/m2 in correspondence of the traffic lanes and 5 kN\/sqm for the pedestrian and bicycle path. 4,000<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MALINAO-GENERAL<\/a><\/div>
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION<\/h6><\/a>Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-bei<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MALINAO-GENERAL<\/a><\/div>
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION<\/h6><\/a>Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-bei<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Marginal<\/a><\/div>
Marginal Protection for the Tonameca River<\/h6><\/a>Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studies<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Marginal<\/a><\/div>
Marginal Protection for the Tonameca River<\/h6><\/a>Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studies<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MEERHOUT<\/a><\/div>
MEERHOUT BRIDGE 34<\/h6><\/a>The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to mo<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MEERHOUT<\/a><\/div>
MEERHOUT BRIDGE 34<\/h6><\/a>The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to mo<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MICOROSA<\/a><\/div>
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT<\/h6><\/a>The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation proces<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MICOROSA<\/a><\/div>
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT<\/h6><\/a>The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation proces<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MITIGATION<\/a><\/div>
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH<\/h6><\/a>Maccaferri worked in a JV to implement slope stabilization solutions for landslide zone between Km 504.00 to Km 505.00 on NH-58. It included shifting <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MITIGATION<\/a><\/div>
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH<\/h6><\/a>Maccaferri worked in a JV to implement slope stabilization solutions for landslide zone between Km 504.00 to Km 505.00 on NH-58. It included shifting <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MIXED<\/a><\/div>
MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY<\/h6><\/a>Bechtel-Enka brought in geotechnical specialists, Officine Maccaferri in a partnership arrangement to provide engineering design solutions for the wal<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MIXED<\/a><\/div>
MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY<\/h6><\/a>Bechtel-Enka brought in geotechnical specialists, Officine Maccaferri in a partnership arrangement to provide engineering design solutions for the wal<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL – BATU HIJAU NEWMONT<\/h6><\/a>In early 1997 PT Maccaferri Indonesia proposed Terramesh system to built a 30 m height of vertical MSE wall. Macstar software (Maccaferri inhouse soft<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL – BATU HIJAU NEWMONT<\/h6><\/a>In early 1997 PT Maccaferri Indonesia proposed Terramesh system to built a 30 m height of vertical MSE wall. Macstar software (Maccaferri inhouse soft<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL FOR ROAD REHABILITATION AT BUKIT KEMUNING<\/h6><\/a>Maccaferri Indonesia proposes to use its innovative Paramesh system \u2013 an MSE (Mechanically Stabilized Earth) wall \u2013 as a solution to the landslide<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL FOR ROAD REHABILITATION AT BUKIT KEMUNING<\/h6><\/a>Maccaferri Indonesia proposes to use its innovative Paramesh system \u2013 an MSE (Mechanically Stabilized Earth) wall \u2013 as a solution to the landslide<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL FOR SLOPE PROTECTION AT KARIANGAU OFFSHORE<\/h6><\/a>PT. Maccaferri Indonesia proposed the hybrid MSE Wall structure called Terramesh System as an alternative to mass gravity retaining structure with ga<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL FOR SLOPE PROTECTION AT KARIANGAU OFFSHORE<\/h6><\/a>PT. Maccaferri Indonesia proposed the hybrid MSE Wall structure called Terramesh System as an alternative to mass gravity retaining structure with ga<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL SUPPORTS THE ROAD CONNECTION OF NORTH BALI AND SOUTH BALI<\/h6><\/a>As a solution to stabilize the embankment slope, a Paramesh System was proposed. Paramesh system consists of Para Products (Geogrid) as a primary rein<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MSE<\/a><\/div>
MSE WALL SUPPORTS THE ROAD CONNECTION OF NORTH BALI AND SOUTH BALI<\/h6><\/a>As a solution to stabilize the embankment slope, a Paramesh System was proposed. Paramesh system consists of Para Products (Geogrid) as a primary rein<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTEN\u00c7\u00c3O E ESCADA HIDR\u00c1ULICA EM GABI\u00d5ES<\/h6><\/a>The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion ret<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"MURO<\/a><\/div>
MURO DE CONTEN\u00c7\u00c3O E ESCADA HIDR\u00c1ULICA EM GABI\u00d5ES<\/h6><\/a>The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion ret<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Museum<\/a><\/div>
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM<\/h6><\/a>Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of products in our portfolio that can achieve th<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Museum<\/a><\/div>
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM<\/h6><\/a>Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of products in our portfolio that can achieve th<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NANJUNG<\/a><\/div>
NANJUNG TUNNEL EROSION CONTROL<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NANJUNG<\/a><\/div>
NANJUNG TUNNEL EROSION CONTROL<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NEW<\/a><\/div>
NEW AIRPORT IN MOUNTAINOUS REGION<\/h6><\/a>The cut-and-fill operations would enable the insertion of the 2,800m runway and airport buildings. To stabilise and reinforce the \u2018fill\u2019 (valley) <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NEW<\/a><\/div>
NEW AIRPORT IN MOUNTAINOUS REGION<\/h6><\/a>The cut-and-fill operations would enable the insertion of the 2,800m runway and airport buildings. To stabilise and reinforce the \u2018fill\u2019 (valley) <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NEW<\/a><\/div>
NEW SHARJAH-KHORFAKKAN ROAD<\/h6><\/a>From the previous successful experience of Terramesh system walls, the consultant approached Maccaferri Middle East to propose Terramesh MSE walls as <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NEW<\/a><\/div>
NEW SHARJAH-KHORFAKKAN ROAD<\/h6><\/a>From the previous successful experience of Terramesh system walls, the consultant approached Maccaferri Middle East to propose Terramesh MSE walls as <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NORTH<\/a><\/div>
NORTH WALES COASTROAD (A55)<\/h6><\/a>Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"NORTH<\/a><\/div>
NORTH WALES COASTROAD (A55)<\/h6><\/a>Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH SYSTEM OF SOEKARNO HATTA RAILWAY PROJECT \u00a0<\/h6><\/a>Following the described and identified problems, Paramesh \u2013 MSE Wall System was chosen compared to conventional method. Paramesh System by Maccaferr<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH SYSTEM OF SOEKARNO HATTA RAILWAY PROJECT \u00a0<\/h6><\/a>Following the described and identified problems, Paramesh \u2013 MSE Wall System was chosen compared to conventional method. Paramesh System by Maccaferr<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH WALL (MSE WALL) AT NICKEL LATERITE SMELTER PROJECT<\/h6><\/a>As the Client needed a solution that not as expensive as the traditional concrete retaining structure, Paramesh System as a retaining wall with height<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH WALL (MSE WALL) AT NICKEL LATERITE SMELTER PROJECT<\/h6><\/a>As the Client needed a solution that not as expensive as the traditional concrete retaining structure, Paramesh System as a retaining wall with height<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH WALL AT DAARUT TAUHIID MOSQUE, BATAM – KEPULAUAN RIAU<\/h6><\/a>Maccaferri Indonesia recommends the innovation of retaining wall structure using Paramesh Wall because of its ability on permeability, flexibility, du<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH WALL AT DAARUT TAUHIID MOSQUE, BATAM – KEPULAUAN RIAU<\/h6><\/a>Maccaferri Indonesia recommends the innovation of retaining wall structure using Paramesh Wall because of its ability on permeability, flexibility, du<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH WALL OF TANA TORAJA AIRPORT<\/h6><\/a>Different types of retaining structures have been considered during the design stages: traditional concrete walls, bored piles and hybrid MSE walls (P<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PARAMESH<\/a><\/div>
PARAMESH WALL OF TANA TORAJA AIRPORT<\/h6><\/a>Different types of retaining structures have been considered during the design stages: traditional concrete walls, bored piles and hybrid MSE walls (P<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Perilago<\/a><\/div>
Perilago Path \u2013 Reconstruction of Route 82<\/h6><\/a>The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh\u2122 System, the built wall has <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Perilago<\/a><\/div>
Perilago Path \u2013 Reconstruction of Route 82<\/h6><\/a>The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh\u2122 System, the built wall has <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PODLJUBELJ<\/a><\/div>
PODLJUBELJ ROCKFALL PROTECTION<\/h6><\/a>MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MA<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PODLJUBELJ<\/a><\/div>
PODLJUBELJ ROCKFALL PROTECTION<\/h6><\/a>MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MA<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA FRANCISCO ABELL\u00c1N<\/h6><\/a>To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability of<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESA<\/a><\/div>
PRESA FRANCISCO ABELL\u00c1N<\/h6><\/a>To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability of<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESTONS<\/a><\/div>
PRESTONS ROAD FLYOVER<\/h6><\/a>The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach r<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PRESTONS<\/a><\/div>
PRESTONS ROAD FLYOVER<\/h6><\/a>The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach r<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O COSTEIRA COM GABI\u00d5ES<\/h6><\/a>To protect and control erosion, PoliMac\u2122 box-type gabion containment was used, together with a PoliMac\u2122 Reno\u00ae mattress, used at the pipe outlets,<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O COSTEIRA COM GABI\u00d5ES<\/h6><\/a>To protect and control erosion, PoliMac\u2122 box-type gabion containment was used, together with a PoliMac\u2122 Reno\u00ae mattress, used at the pipe outlets,<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RANCAMAYA<\/a><\/div>
RANCAMAYA RETAINING WALL<\/h6><\/a>As landslide rehabilitation, Maccaferri provided a solution using a 7 m high Gabion made retaining wall. In addition, as scour protection of the Gabio<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RANCAMAYA<\/a><\/div>
RANCAMAYA RETAINING WALL<\/h6><\/a>As landslide rehabilitation, Maccaferri provided a solution using a 7 m high Gabion made retaining wall. In addition, as scour protection of the Gabio<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reconstruction<\/a><\/div>
Reconstruction works on Avraire Road – Saint-Dalmas-de-Tende, 06<\/h6><\/a>As part of the geotechnical study, Maccaferri provided technical support to the design office, particularly for the design of retaining structures, ro<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Rehabilitation<\/a><\/div>
Rehabilitation due to Undermining in Villalobos<\/h6><\/a>An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabiliz<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Rehabilitation<\/a><\/div>
Rehabilitation due to Undermining in Villalobos<\/h6><\/a>An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabiliz<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Retaining Structure and Slope Reinforcement<\/h6><\/a>The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retainin<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Retaining Structure and Slope Reinforcement<\/h6><\/a>The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retainin<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REINFORCED<\/a><\/div>
REINFORCED SOIL STRUCTURE NAGREG RING ROAD<\/h6><\/a>Maccaferri Terramesh System and Macgrid as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to have<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REINFORCED<\/a><\/div>
REINFORCED SOIL STRUCTURE NAGREG RING ROAD<\/h6><\/a>Maccaferri Terramesh System and Macgrid as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to have<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REINFORCED<\/a><\/div>
REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K<\/h6><\/a>Based on the site conditions and specific requirements of the client, Terramesh units made of gabion fascia along with an integrated tail as reinforce<\/span>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – Per\u00fa<\/h6><\/a>The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – Per\u00fa<\/h6><\/a>The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the <\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETAINING<\/a><\/div>
RETAINING WALL AT BATAM CHURCH REVITALIZATION<\/h6><\/a>Terramesh System decided to build in the area affected by the landslide. The foundation uses Terramesh System with 2m depth, and the structure on the <\/span>View <\/a>
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\"RETAINING<\/a><\/div>
RETAINING WALL AT BATAM CHURCH REVITALIZATION<\/h6><\/a>Terramesh System decided to build in the area affected by the landslide. The foundation uses Terramesh System with 2m depth, and the structure on the <\/span>View <\/a>
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\"RETAINING<\/a><\/div>
RETAINING WALL AT KUNINGAN DAM<\/h6><\/a>A combination of Terramesh System and geogrid combined with an additional structure of wrapped-around geogrid were built with 10.0m – 13.0m height. Ma<\/span>View <\/a>
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\"RETAINING<\/a><\/div>
RETAINING WALL AT KUNINGAN DAM<\/h6><\/a>A combination of Terramesh System and geogrid combined with an additional structure of wrapped-around geogrid were built with 10.0m – 13.0m height. Ma<\/span>View <\/a>
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\"RETAINING<\/a><\/div>
RETAINING WALL BONTANG CITY OFFICE<\/h6><\/a>Maccaferri Terramesh System as a flexible structure can provide solution for the problem of unstable soil condition. It is a reinforced embankment str<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETAINING<\/a><\/div>
RETAINING WALL BONTANG CITY OFFICE<\/h6><\/a>Maccaferri Terramesh System as a flexible structure can provide solution for the problem of unstable soil condition. It is a reinforced embankment str<\/span>View <\/a>
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\"RETAINING<\/a><\/div>
RETAINING WALL FOR LANDSLIDE MITIGATION, JAMBI<\/h6><\/a>The Public Works Department decided to build a reinforced soil wall as retaining structure using Maccaferri Terramesh System modular and flexible elem<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETAINING<\/a><\/div>
RETAINING WALL FOR LANDSLIDE MITIGATION, JAMBI<\/h6><\/a>The Public Works Department decided to build a reinforced soil wall as retaining structure using Maccaferri Terramesh System modular and flexible elem<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETAINING<\/a><\/div>
RETAINING WALL REHABILITATION AT CEMETERY BOGOR<\/h6><\/a>Maccaferri proposed to use MSE Wall built behind the existing masonry wall. The MSE Wall consisted of Terrramesh and MacGrid WG20. In order to install<\/span>View <\/a>
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\"RETAINING<\/a><\/div>
RETAINING WALL REHABILITATION AT CEMETERY BOGOR<\/h6><\/a>Maccaferri proposed to use MSE Wall built behind the existing masonry wall. The MSE Wall consisted of Terrramesh and MacGrid WG20. In order to install<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
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\"RIVER<\/a><\/div>
RIVER BANK PROTECTION AT CITRAGRAN CIBUBUR<\/h6><\/a>Maccaferri as a slope protection specialist provided cost-effective, environmentally friendly, and tailored solutions for the client\u2019s problems. Usi<\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER BANK PROTECTION AT CITRAGRAN CIBUBUR<\/h6><\/a>Maccaferri as a slope protection specialist provided cost-effective, environmentally friendly, and tailored solutions for the client\u2019s problems. Usi<\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER BANK PROTECTION GRESIK<\/h6><\/a>Maccaferri proposed a reliable solution using a revetment made from Reno Mattresses in order to provide protection against the erosion affecting the b<\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER BANK PROTECTION GRESIK<\/h6><\/a>Maccaferri proposed a reliable solution using a revetment made from Reno Mattresses in order to provide protection against the erosion affecting the b<\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER REVETMENT IN WAY LIRANG<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion of<\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER REVETMENT IN WAY LIRANG<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion of<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RIVER<\/a><\/div>
RIVER REVETMENT WAY RUHU<\/h6><\/a>The check dam is 3,5 m high and 35 m wide provided with a 15 m long stilling basin. The weir and the stilling basin are entirely built using flexible <\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER REVETMENT WAY RUHU<\/h6><\/a>The check dam is 3,5 m high and 35 m wide provided with a 15 m long stilling basin. The weir and the stilling basin are entirely built using flexible <\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER TRAINING WORK SENTUL NIRWANA<\/h6><\/a>Combination of Maccaferri Gabion and Reno Mattress become a right choice to solve the problem on site. Gabion as counterweight structure able to maint<\/span>View <\/a>
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\"RIVER<\/a><\/div>
RIVER TRAINING WORK SENTUL NIRWANA<\/h6><\/a>Combination of Maccaferri Gabion and Reno Mattress become a right choice to solve the problem on site. Gabion as counterweight structure able to maint<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL BARRIER AT MARTABE GOLD MINE, SOUTH TAPANULI<\/h6><\/a>The Rockfall Mitigation Barrier by Maccaferri is certified on \u201cEOTA-EAD 340059-00-0106 – Falling Rock Protection Kits\u201d according to the dynamic im<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL BARRIER AT MARTABE GOLD MINE, SOUTH TAPANULI<\/h6><\/a>The Rockfall Mitigation Barrier by Maccaferri is certified on \u201cEOTA-EAD 340059-00-0106 – Falling Rock Protection Kits\u201d according to the dynamic im<\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL MITIGATION (NETTING) AT PRESERVASI JALAN AEGELA – BATAS K<\/h6><\/a>Rockfall Netting \u2013 Secured Drapery System was applied by using a combination of Steelgrid HR30 as Netting Material and Rock Nailing with Length of 8<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL MITIGATION (NETTING) AT PRESERVASI JALAN AEGELA – BATAS K<\/h6><\/a>Rockfall Netting \u2013 Secured Drapery System was applied by using a combination of Steelgrid HR30 as Netting Material and Rock Nailing with Length of 8<\/span>View <\/a>
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\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION ALONG MAROS ELEVATED ROAD<\/h6><\/a>Our engineers, together with the local Public Works technical department based in Makassar, designed the rockfall drapery system. The client wanted a <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION ALONG MAROS ELEVATED ROAD<\/h6><\/a>Our engineers, together with the local Public Works technical department based in Makassar, designed the rockfall drapery system. The client wanted a <\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION FOR NARINGGUL ACCESS ROAD WITH SIMPLE DRAPERY<\/h6><\/a>The client required two types of steel mesh with a certain specification. The first one was a high strength wire mesh, Zn-Al coated with 150 kN\/m tens<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION FOR NARINGGUL ACCESS ROAD WITH SIMPLE DRAPERY<\/h6><\/a>The client required two types of steel mesh with a certain specification. The first one was a high strength wire mesh, Zn-Al coated with 150 kN\/m tens<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION OF BTS. BANDUNG\/CIANJUR-NARINGGUL-CIDAUN ROAD<\/h6><\/a>To comply with the requirements of enduring the estimated falling rocks, Maccaferri Indonesia provided a rockfall barrier (RB 3000) to dissipate the e<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION OF BTS. BANDUNG\/CIANJUR-NARINGGUL-CIDAUN ROAD<\/h6><\/a>To comply with the requirements of enduring the estimated falling rocks, Maccaferri Indonesia provided a rockfall barrier (RB 3000) to dissipate the e<\/span>View <\/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>View <\/a>
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\"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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAMPOERNA<\/a><\/div>
SAMPOERNA ACADEMY GREEN TERRAMESH<\/h6><\/a>MSE Wall structure by Maccaferri consists of Green Terramesh and Macgrid WG 15 (Geogrid) as the main reinforcement. Green Terramesh, that is fabricate<\/span>View <\/a>
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\"SAMPOERNA<\/a><\/div>
SAMPOERNA ACADEMY GREEN TERRAMESH<\/h6><\/a>MSE Wall structure by Maccaferri consists of Green Terramesh and Macgrid WG 15 (Geogrid) as the main reinforcement. Green Terramesh, that is fabricate<\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SEMARANG-DEMAK<\/a><\/div>
SEMARANG-DEMAK TIDAL FLOOD CONTROL PROJECT<\/h6><\/a>As contractor, Nindya Karya – Mataram KSO has been instructed to install an embankment near Ahmad Yani Airport to control seawater from flowing throug<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SEMARANG-DEMAK<\/a><\/div>
SEMARANG-DEMAK TIDAL FLOOD CONTROL PROJECT<\/h6><\/a>As contractor, Nindya Karya – Mataram KSO has been instructed to install an embankment near Ahmad Yani Airport to control seawater from flowing throug<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SENTANI<\/a><\/div>
SENTANI NATIONAL ROAD ROCKFALL PROTECTION<\/h6><\/a>The solution chosen by the Ministry of Public Works was to substitute the expensive and rigid shotcrete protection with a more flexible and permeable <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SENTANI<\/a><\/div>
SENTANI NATIONAL ROAD ROCKFALL PROTECTION<\/h6><\/a>The solution chosen by the Ministry of Public Works was to substitute the expensive and rigid shotcrete protection with a more flexible and permeable <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SINDANGHEULA<\/a><\/div>
SINDANGHEULA DAM<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SINDANGHEULA<\/a><\/div>
SINDANGHEULA DAM<\/h6><\/a>An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel c<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE PROTECTION JATIGEDE DAM PROJECT<\/h6><\/a>The problem was solved with the implementation of a combo between Maccaferri Terramesh\u00ae System and bore piles. The bore pile structure purpose is to<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE PROTECTION JATIGEDE DAM PROJECT<\/h6><\/a>The problem was solved with the implementation of a combo between Maccaferri Terramesh\u00ae System and bore piles. The bore pile structure purpose is to<\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE STABILIZATION AT MUARA LABOH GEOTHERMAL POWER PROJECT<\/h6><\/a>To mitigate the slope surfaces and prevent the further possibility of landslides, several solutions are combined due to the height conditions of the s<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE STABILIZATION AT MUARA LABOH GEOTHERMAL POWER PROJECT<\/h6><\/a>To mitigate the slope surfaces and prevent the further possibility of landslides, several solutions are combined due to the height conditions of the s<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TANA<\/a><\/div>
TANA TORAJA AIRPORT PARAMESH<\/h6><\/a>Maccaferri hybrid MSE structures (DT + Paralink) have been selected as the best solution. In October 2015, the construction of the first Paramesh re-t<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TANA<\/a><\/div>
TANA TORAJA AIRPORT PARAMESH<\/h6><\/a>Maccaferri hybrid MSE structures (DT + Paralink) have been selected as the best solution. In October 2015, the construction of the first Paramesh re-t<\/span>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WAY<\/a><\/div>
WAY ARA RIVER BANK PROTECTION<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion of<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WAY<\/a><\/div>
WAY ARA RIVER BANK PROTECTION<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion of<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WAY<\/a><\/div>
WAY LOLA BESAR RIVER BANK PROTECTION<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosion<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WAY<\/a><\/div>
WAY LOLA BESAR RIVER BANK PROTECTION<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosion<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WAY<\/a><\/div>
WAY LOLA KECIL RIVER BANK PROTECTION<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosion<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WAY<\/a><\/div>
WAY LOLA KECIL RIVER BANK PROTECTION<\/h6><\/a>The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosion<\/span>View <\/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>View <\/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>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div>
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