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Exemples de réussites

Exemples de réussites

44 YEAR OLD GABION STRUCTURE
44 YEAR OLD GABION STRUCTURE
As the cliff was above the normal high tide level, it was  considered sufficient to construct a stepped retaining wall   from massVoir
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44 YEAR OLD GABION STRUCTURE
44 YEAR OLD GABION STRUCTURE
As the cliff was above the normal high tide level, it was  considered sufficient to construct a stepped retaining wall   from massVoir
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50 YEAR OLD GABION STRUCTURE – RIVER HUMBER
50 YEAR OLD GABION STRUCTURE – RIVER HUMBER
A ‘half-tide’ gabion wall, 2m high on an 18m wide gabion  apron (0.5m thick). The volume of protection was   approximately 13,Voir
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50 YEAR OLD GABION STRUCTURE – RIVER HUMBER
50 YEAR OLD GABION STRUCTURE – RIVER HUMBER
A ‘half-tide’ gabion wall, 2m high on an 18m wide gabion  apron (0.5m thick). The volume of protection was   approximately 13,Voir
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8TH. STREET EAST ROAD RECONSTRUCTION
8TH. STREET EAST ROAD RECONSTRUCTION
After review different options for the retaining wall system, Maccaferri came with a Green Gabion Wall solution. It consists of a basket manufactured Voir
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A NOVEL APPROACH TO PAVEMENT DISTORTION
A NOVEL APPROACH TO PAVEMENT DISTORTION
The final solution was to excavate the fill embankment to about 2m below the existing top of the pavement to remove the majority of the clayey fill anVoir
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A NOVEL APPROACH TO PAVEMENT DISTORTION
A NOVEL APPROACH TO PAVEMENT DISTORTION
The final solution was to excavate the fill embankment to about 2m below the existing top of the pavement to remove the majority of the clayey fill anVoir
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A2 / A282 JUNCTION IMPROVEMENTS
A2 / A282 JUNCTION IMPROVEMENTS
The project team needed a solution that steepened the slope, thereby reducing the land take and saving the hedgerow. The main Contractor on the projecVoir
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A2 / A282 JUNCTION IMPROVEMENTS
A2 / A282 JUNCTION IMPROVEMENTS
The project team needed a solution that steepened the slope, thereby reducing the land take and saving the hedgerow. The main Contractor on the projecVoir
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AGRIPORT, MAYDON WHARF
AGRIPORT, MAYDON WHARF
A raft foundation of Paralink ™ basal reinforcement was found to be the most cost-effective solution for this problem. Piled foundations would have Voir
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AINLEY INDUSTRIAL ESTATE DEVELOPMENT
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and  proposed the MacWall Landmark segmental reinforced soil   wall system. MVoir
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AINLEY INDUSTRIAL ESTATE DEVELOPMENT
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and  proposed the MacWall Landmark segmental reinforced soil   wall system. MVoir
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ARTESANO GALLERIA
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Voir
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ARTESANO GALLERIA
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Voir
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ASTON HOTEL ANYER BREAKWATER STRUCTURE
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or a submerged barrier parallel to the shore. Maccaferri Indonesia proposed tVoir
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ATI PORT EXPANSION
ATI PORT EXPANSION
In order to address the challenge of improving the port expansion grounds at the Manila South Harbor, Asian Terminals Inc. (ATI) is implementing a cosVoir
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ATI PORT EXPANSION
ATI PORT EXPANSION
In order to address the challenge of improving the port expansion grounds at the Manila South Harbor, Asian Terminals Inc. (ATI) is implementing a cosVoir
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AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErVoir
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AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErVoir
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AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErVoir
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AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErVoir
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AZUDES SITIO RAMSAR RÍO DESAGUADERO
AZUDES SITIO RAMSAR RÍO DESAGUADERO
To date, two of the six planned weirs have been constructed. For the construction of the curtain, approach works and the dissipation basin, gabion boxVoir
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AZUDES SITIO RAMSAR RÍO DESAGUADERO
AZUDES SITIO RAMSAR RÍO DESAGUADERO
To date, two of the six planned weirs have been constructed. For the construction of the curtain, approach works and the dissipation basin, gabion boxVoir
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BAFOKENG CIVIC CENTRE MACWALL
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaVoir
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BAFOKENG CIVIC CENTRE MACWALL
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaVoir
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BALESIN ISLAND CLUB RUNWAY
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TVoir
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BALESIN ISLAND CLUB RUNWAY
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TVoir
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BARRAGEM CAMPEIRA – CRISTALÂNDIA
BARRAGEM CAMPEIRA – CRISTALÂNDIA
After complex hydrological studies, the dam was resized. The width of the spillway was increased to 125 metres and it was lined with PoliMac® gabionsVoir
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BARRAGEM CAMPEIRA – CRISTALÂNDIA
BARRAGEM CAMPEIRA – CRISTALÂNDIA
After complex hydrological studies, the dam was resized. The width of the spillway was increased to 125 metres and it was lined with PoliMac® gabionsVoir
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BASES AVANCÉES DE LA MINUSMA
BASES AVANCÉES DE LA MINUSMA
Pour ce faire, les Defencell Mac, (éléments multicellulaires fabriqués à partir de panneaux en treillis soudés et reliés à l’aide de spiralesVoir
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BASES AVANCÉES DE LA MINUSMA
BASES AVANCÉES DE LA MINUSMA
Pour ce faire, les Defencell Mac, (éléments multicellulaires fabriqués à partir de panneaux en treillis soudés et reliés à l’aide de spiralesVoir
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BAY BRIDGE, CALIFORNIA, 112-FOOT-TALL VEGETATED RSS
BAY BRIDGE, CALIFORNIA, 112-FOOT-TALL VEGETATED RSS
Caltrans designed a 112-foot-high reinforced soil slope, sitting on top of a 21-foot-high Terramesh® system mechanically stabilized earth (MSE) wall Voir
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BE-ANTWERP MALINAS
BE-ANTWERP MALINAS
The construction company firstly layed the ParaLink 950 rolls as indicated by Maccaferri´s technicians to create a stable foundation for the planned Voir
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BE-MECHELEN R6
BE-MECHELEN R6
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the CUR normative (Netherlands). Since tVoir
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BEAVERNETTING EVERTSOORD
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bVoir
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BELFAST HARBOUR
BELFAST HARBOUR
The works included dregging of the new berth and  approaches. This involved the disposal of 500,000m3 of   material to sea with trVoir
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BELFAST HARBOUR
BELFAST HARBOUR
The works included dregging of the new berth and  approaches. This involved the disposal of 500,000m3 of   material to sea with trVoir
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BIFURCATION A10/171 ORLEANS
BIFURCATION A10/171 ORLEANS
Les remblais renforcés réalisés par Maccaferri constituaient les murs en retour des culées C1 et C3 de l’ouvrage PSI986. Ce viaduc permet de relVoir
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BIFURCATION A10/171 ORLEANS
BIFURCATION A10/171 ORLEANS
The reinforced embankments made by Maccaferri formed the return walls of the C1 and C3 abutments of the PSI986 structure. This viaduct connects the A7Voir
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BOB 230KV SWITCHYARD
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aVoir
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BONHILL, STIRLING ROAD
BONHILL, STIRLING ROAD
Maccaferri was approached by Barratt Homes to come up  with a suitable solution for the posed site problems. It was   agreed that Voir
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BONHILL, STIRLING ROAD
BONHILL, STIRLING ROAD
Maccaferri was approached by Barratt Homes to come up  with a suitable solution for the posed site problems. It was   agreed that Voir
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BONIFICA DISCARICA PONTONE PONTONICCHIO LESINA FOGGIA
BONIFICA DISCARICA PONTONE PONTONICCHIO LESINA FOGGIA
La ditta Favellato avvierà e porterà a compimento un ampio programma di Messa in Sicurezza (MISP) della vasta area di discarica (11 ettari ovvero Voir
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BORDERS RAIL
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings  extensively along the 35-mile route which connects   Edinburgh to Voir
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BORDERS RAIL
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings  extensively along the 35-mile route which connects   Edinburgh to Voir
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BOSCASTLE FLOOD DEFENCES
BOSCASTLE FLOOD DEFENCES
To achieve this solution, Halcrow specified a combination of Reno Mattresses and MacMat-R from Maccaferri. Over 7000 sq metres of Maccaferri wire meshVoir
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BOSCASTLE FLOOD DEFENCES
BOSCASTLE FLOOD DEFENCES
To achieve this solution, Halcrow specified a combination of Reno Mattresses and MacMat-R from Maccaferri. Over 7000 sq metres of Maccaferri wire meshVoir
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BOSCASTLE FLOOD DEFENCES
BOSCASTLE FLOOD DEFENCES
To achieve this solution, Halcrow specified a combination of Reno Mattresses and MacMat-R from Maccaferri. Over 7000 sq metres of Maccaferri wire meshVoir
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BR-RODOVIA SP 098, KM 81+880, BERTIOGA, SP
A solução encontra foi implantar uma barreira atenuadoracom painéis de malha HEA Panel 300, com o objetivo de conduzir os blocos até a barreira exVoir
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BROOMLANDS PRIMARY SCHOOL
BROOMLANDS PRIMARY SCHOOL
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 lenVoir
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BROOMLANDS PRIMARY SCHOOL
BROOMLANDS PRIMARY SCHOOL
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 lenVoir
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BRUG VAN DEN AZIJN
BRUG VAN DEN AZIJN
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 concreteVoir
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BUILDING OF THE HEAD OFFICE- GROUPE CHARIER
BUILDING OF THE HEAD OFFICE- GROUPE CHARIER
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 claddinVoir
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CANTERA ZIORDIA
CANTERA ZIORDIA
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 consisVoir
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CANTERA ZIORDIA
CANTERA ZIORDIA
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 consisVoir
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CATO MANOR PIPELINE & ROAD PROTECTION
CATO MANOR PIPELINE & ROAD PROTECTION
Maccaferri Africa /African Gabions was asked to propose a structure that would retain the affected road embankment. The proposed structure was a combiVoir
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CENTRAL MANIC 2 (BAIE COMEAU)
CENTRAL MANIC 2 (BAIE COMEAU)
Following the results of the analysis and investigation, it was determined by Hydro Quebec that a rockfall drapery system would be required to mitigatVoir
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CENTRAL MANIC 2 (BAIE COMEAU)
CENTRAL MANIC 2 (BAIE COMEAU)
Following the results of the analysis and investigation, it was determined by Hydro Quebec that a rockfall drapery system would be required to mitigatVoir
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CHARLEROI HOSPITAL
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installVoir
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CHARLEROI HOSPITAL
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installVoir
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CHOI YING ESTATE DEVELOPMENT
CHOI YING ESTATE DEVELOPMENT
Maccaferri Gabions are cages which are engineered from double twisted hexagonal woven steel wire mesh. Delivered flat-packed, our gabions are assembleVoir
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CLIPPER WASH BANK PROTECTION
CLIPPER WASH BANK PROTECTION
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-lVoir
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CLOSE ROAD – RIO RUIDOSO CROSSING STRUCTURE
CLOSE ROAD – RIO RUIDOSO CROSSING STRUCTURE
The proposed channel is approximately 28 feet wide and 6  feet tall. The proposed channel sidewalls will be stabilized   with gabiVoir
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COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)
COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)
Existing rubble mound breakwater was planned to be extended towards sea by about 500m using geotextile tubes (MacTube). The purpose was to reduce the Voir
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COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)
COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)
Existing rubble mound breakwater was planned to be extended towards sea by about 500m using geotextile tubes (MacTube). The purpose was to reduce the Voir
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COBHAM SERVICES HGV PARKING AREA EXPANSION
COBHAM SERVICES HGV PARKING AREA EXPANSION
The proposal was to increase the HVG parking numbers by  79 new spaces, to the west of the petrol filling station. The   proposal Voir
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COBHAM SERVICES HGV PARKING AREA EXPANSION
COBHAM SERVICES HGV PARKING AREA EXPANSION
The proposal was to increase the HVG parking numbers by  79 new spaces, to the west of the petrol filling station. The   proposal Voir
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COLLEY LANE SOUTHERN ACCESS ROAD
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically  stabilised earth walls into the pile foundations beneath. The maximum heightVoir
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COLLEY LANE SOUTHERN ACCESS ROAD
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically  stabilised earth walls into the pile foundations beneath. The maximum heightVoir
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COLUMBIA STREET WIDENING AND RECONSTRUCTION
COLUMBIA STREET WIDENING AND RECONSTRUCTION
Maccaferri was contacted by the project geotechincal engineer to find a solution for the embankment. After a comprenhensive analisys, Maccaferri came Voir
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COLUMBIA STREET WIDENING AND RECONSTRUCTION
COLUMBIA STREET WIDENING AND RECONSTRUCTION
Maccaferri was contacted by the project geotechincal engineer to find a solution for the embankment. After a comprenhensive analisys, Maccaferri came Voir
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CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE
CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE
The Paraweb® MD45 geoband reinforcements were used and perfectly adapted to the intermediate material embankments (Type 3 according to NF EN 14475). Voir
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ÇÖPLER GOLD MINE ROCK FALL PROJECT
ÇÖPLER GOLD MINE ROCK FALL PROJECT
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 Voir
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CÓRREGO DO JARDIM VITORIA
Para proteger as margens do córrego em Cidade Tiradentes, foi instalada uma proteção com gabiões. Primeiro, avaliou-se o solo e a topografia e fezVoir
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CRECHE HEROÍNAS DO LAR
CRECHE HEROÍNAS DO LAR
El sistema de estabilización está compuesto por una malla metálica de alta resistencia, MacMat® MO 200, unida a la cabeza de las grapas a través deVoir
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CROWCHILD TRAIL SHORT TERM IMPROVEMENT
CROWCHILD TRAIL SHORT TERM IMPROVEMENT
Maccaferri Canada approached Graham Infrastructure and proposed to use a retaining wall which can be built for a temporary application using welded wiVoir
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CROWCHILD TRAIL SHORT TERM IMPROVEMENT
CROWCHILD TRAIL SHORT TERM IMPROVEMENT
Maccaferri Canada approached Graham Infrastructure and proposed to use a retaining wall which can be built for a temporary application using welded wiVoir
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CROWSNEST PASS ROCKFALL EMBANKMENT
CROWSNEST PASS ROCKFALL EMBANKMENT
Simulations and rolling rock tests conducted by Ministry of Alberta resulted in a series of design parameters that required the structure must be 5.32Voir
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CROWSNEST PASS ROCKFALL EMBANKMENT
CROWSNEST PASS ROCKFALL EMBANKMENT
Simulations and rolling rock tests conducted by Ministry of Alberta resulted in a series of design parameters that required the structure must be 5.32Voir
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CULVERT HEADWALLS
CULVERT HEADWALLS
Working with Dillon Consulting and Houle Chevrier Engineering, Maccaferri determined that in order to avoid overloading the foundation soil and to widVoir
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CULVERT HEADWALLS
CULVERT HEADWALLS
Working with Dillon Consulting and Houle Chevrier Engineering, Maccaferri determined that in order to avoid overloading the foundation soil and to widVoir
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DANFOSS FACTORY
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in  July 2021 to propose a suitable high strength geogrid for use   as a basVoir
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DANFOSS FACTORY
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in  July 2021 to propose a suitable high strength geogrid for use   as a basVoir
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DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE
DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE
Maccaferri worked with Wood Patel Engineering to design a hydraulic solution for the microprocessor manufacturer TSMC. To reduce the soil erosion alonVoir
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DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE
DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE
Maccaferri worked with Wood Patel Engineering to design a hydraulic solution for the microprocessor manufacturer TSMC. To reduce the soil erosion alonVoir
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DEBRIS FLOW PROTECTION LERINI STREAM
DEBRIS FLOW PROTECTION LERINI STREAM
After a fierce challenge against the competitor, Maccaferri Balkans won this project thanks to a mix of high performing technical solutions, cost effeVoir
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DEBRIS FLOW PROTECTION LERINI STREAM
DEBRIS FLOW PROTECTION LERINI STREAM
After a fierce challenge against the competitor, Maccaferri Balkans won this project thanks to a mix of high performing technical solutions, cost effeVoir
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DEFENCE WORKS – ‘LIVINALLONGO DEL COL DI LANA/STRADA PALLA-AGAI’
DEFENCE WORKS – ‘LIVINALLONGO DEL COL DI LANA/STRADA PALLA-AGAI’
In this intervention, rockfall barriers type RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructure aVoir
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DEMIX QUARRY
DEMIX QUARRY
Engineers with the City of Montréal designed the rockfall drapery system and anchorage. As the side walls of the quarry where very high and access vVoir
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DEMIX QUARRY
DEMIX QUARRY
Engineers with the City of Montréal designed the rockfall drapery system and anchorage. As the side walls of the quarry where very high and access vVoir
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DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
Sur la rive droite, à Lunel, la digue définitive est conçue pour être déversante sur un linéaire de 150 m. En amont et en aval, la digue est racVoir
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DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
Sur la rive droite, à Lunel, la digue définitive est conçue pour être déversante sur un linéaire de 150 m. En amont et en aval, la digue est racVoir
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DIDIPIO MINE ACCESS ROAD
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeVoir
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DIDIPIO MINE ACCESS ROAD
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeVoir
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DILMUNIA GRAND CANAL & MARINA (DGCM)
DILMUNIA GRAND CANAL & MARINA (DGCM)
The construction of the Dilmunia canal is the object of an international Tender. The tender design for the waterproofing works has been developed by tVoir
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DILMUNIA GRAND CANAL & MARINA (DGCM)
DILMUNIA GRAND CANAL & MARINA (DGCM)
The construction of the Dilmunia canal is the object of an international Tender. The tender design for the waterproofing works has been developed by tVoir
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DISTINCTIVE LANDFORM USING MARGINAL FILL FROM MAN MADE STORM POND
DISTINCTIVE LANDFORM USING MARGINAL FILL FROM MAN MADE STORM POND
HOC Architects solution was two fold. The terrain where the hospital is situated is relatively flat. In order to create a pleasing area which is curVoir
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DISTINCTIVE LANDFORM USING MARGINAL FILL FROM MAN MADE STORM POND
DISTINCTIVE LANDFORM USING MARGINAL FILL FROM MAN MADE STORM POND
HOC Architects solution was two fold. The terrain where the hospital is situated is relatively flat. In order to create a pleasing area which is curVoir
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Drainage of structures
Drainage of structures
The adopted solution was the construction of draining trenches using the MacDrain® TD geocomposite as lateral base drains. These drains are designed Voir
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Drainage of structures
Drainage of structures
The adopted solution was the construction of draining trenches using the MacDrain® TD geocomposite as lateral base drains. These drains are designed Voir
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EDGEVALLEY SUBDIVISION SWMF SERVICING
EDGEVALLEY SUBDIVISION SWMF SERVICING
After analyzing all hydraulic parameters through several design runs, Maccaferri proposed the construction of a 1.6% stepped channel, armored with 30cVoir
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EDGEVALLEY SUBDIVISION SWMF SERVICING
EDGEVALLEY SUBDIVISION SWMF SERVICING
After analyzing all hydraulic parameters through several design runs, Maccaferri proposed the construction of a 1.6% stepped channel, armored with 30cVoir
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ENBRIDGE T-SOUTH EXPANSION
ENBRIDGE T-SOUTH EXPANSION
Maccaferri Canada was asked to provide preliminary design and cost estimates for a gravity retaining wall and a rockfall catchment fence. After reviewVoir
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ENBRIDGE T-SOUTH EXPANSION
ENBRIDGE T-SOUTH EXPANSION
Maccaferri Canada was asked to provide preliminary design and cost estimates for a gravity retaining wall and a rockfall catchment fence. After reviewVoir
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EROSION CONTROL AGAINST MAMMAL BURROWING
EROSION CONTROL AGAINST MAMMAL BURROWING
Maccaferri was approached by contractors Crown Services Ltd and asked for advise on a suitable steel wire mesh system that could provide the required Voir
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EROSION CONTROL AGAINST MAMMAL BURROWING
EROSION CONTROL AGAINST MAMMAL BURROWING
Maccaferri was approached by contractors Crown Services Ltd and asked for advise on a suitable steel wire mesh system that could provide the required Voir
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EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA
EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA
The inclination of the slopes is 45° degree (V:H = 1:1), referring to Public Works Ministry Specification “Spesifikasi Khusus Interim SKh-1.3.17 PeVoir
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EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR
EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR
Maccaferri has proposed the erosion control system consisting of rolled erosion control products (RECP)-MacMat R (Steel reinforced synthetic geomat) aVoir
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EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR
EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR
Maccaferri has proposed the erosion control system consisting of rolled erosion control products (RECP)-MacMat R (Steel reinforced synthetic geomat) aVoir
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EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN
EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN
To prevent the soil erosion on the embankment slopes, Maccaferri offered different solutions based on the slope height to be protected against erosionVoir
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EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN
EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN
To prevent the soil erosion on the embankment slopes, Maccaferri offered different solutions based on the slope height to be protected against erosionVoir
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EXPO HOUSE AT DOHA EXPO 2023
EXPO HOUSE AT DOHA EXPO 2023
Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of geosynthetic products in our portfolio that cVoir
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EXTENSION OF THE CHANTERAINES PARK
EXTENSION OF THE CHANTERAINES PARK
The Conseil Général 92 chose double-twist gabion cages because they allow the filling materials to show through easily. The infill stone chosen comeVoir
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EXTENSION OF THE CHANTERAINES PARK
EXTENSION OF THE CHANTERAINES PARK
The Conseil Général 92 chose double-twist gabion cages because they allow the filling materials to show through easily. The infill stone chosen comeVoir
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FESTIVAL SUPERMALL MOUND PROMONTORY
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueVoir
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FLOOD EMERGENCY RESPONSE PROJECT
FLOOD EMERGENCY RESPONSE PROJECT
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 toVoir
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FLOOD EMERGENCY RESPONSE PROJECT
FLOOD EMERGENCY RESPONSE PROJECT
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 toVoir
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FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY
FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY
Maccaferri proposed the use of the MacWall Vertica 4°  Segmental Block Retaining Wall System. The 4° batter of   this system creVoir
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FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY
FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY
Maccaferri proposed the use of the MacWall Vertica 4°  Segmental Block Retaining Wall System. The 4° batter of   this system creVoir
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FV17 LIAFJELLET-OLVIKVATNET
FV17 LIAFJELLET-OLVIKVATNET
Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing theVoir
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FV17 LIAFJELLET-OLVIKVATNET
FV17 LIAFJELLET-OLVIKVATNET
Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing theVoir
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Gabion Defense – Cajuca East Corridor
Gabion Defense – Cajuca East Corridor
The Provincial Municipality of Nazca was in charge of the technical file through its technical study department. The hydraulic approach they determineVoir
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Gabion Defense – Cajuca East Corridor
Gabion Defense – Cajuca East Corridor
The Provincial Municipality of Nazca was in charge of the technical file through its technical study department. The hydraulic approach they determineVoir
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GABION WALLS FOR SAHARA AAMBY VALLEY CITY
GABION WALLS FOR SAHARA AAMBY VALLEY CITY
A series of self-draining, flexible, eco-friendly Gabion walls have been provided in Sahara Lake City along external/internal roads, mini club area, cVoir
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GRASSY MOUNTAIN MINE ACCESS ROAD
GRASSY MOUNTAIN MINE ACCESS ROAD
Wood PLC started working with this upcoming mine in early 2019 with geotechnical support. The project was located 40 km east of Crowsnest Lake. Wood iVoir
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GRASSY MOUNTAIN MINE ACCESS ROAD
GRASSY MOUNTAIN MINE ACCESS ROAD
Wood PLC started working with this upcoming mine in early 2019 with geotechnical support. The project was located 40 km east of Crowsnest Lake. Wood iVoir
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HAGAR CREEK SLOPE-A SELF WATERING VEGETATED SLOPE USING PARADRAIN
HAGAR CREEK SLOPE-A SELF WATERING VEGETATED SLOPE USING PARADRAIN
The consultants, Waters Edge Environmental Solutions Team, Soil Engineers Ltd., the geotechnical engineers along with Maccaferri’s Technical DepartmVoir
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HAGAR CREEK SLOPE-A SELF WATERING VEGETATED SLOPE USING PARADRAIN
HAGAR CREEK SLOPE-A SELF WATERING VEGETATED SLOPE USING PARADRAIN
The consultants, Waters Edge Environmental Solutions Team, Soil Engineers Ltd., the geotechnical engineers along with Maccaferri’s Technical DepartmVoir
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HAROLD COURT EAST REGIONAL SERVICE CENTER
HAROLD COURT EAST REGIONAL SERVICE CENTER
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 challeVoir
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HASANKEYF ARCHEOPARK PROJECT
HASANKEYF ARCHEOPARK PROJECT
The retaining walls, which will reach a height of 27 meters within the scope of the Hasankeyf archeopark project, has been designed with Terramesh SysVoir
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HASANKEYF ARCHEOPARK PROJECT
HASANKEYF ARCHEOPARK PROJECT
The retaining walls, which will reach a height of 27 meters within the scope of the Hasankeyf archeopark project, has been designed with Terramesh SysVoir
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HELBOR BROOKLIN
HELBOR BROOKLIN
The solution for this project involved the demolition of the existing retaining wall and the installation of a vertical drainage system using the MacdVoir
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HELBOR BROOKLIN
HELBOR BROOKLIN
The solution for this project involved the demolition of the existing retaining wall and the installation of a vertical drainage system using the MacdVoir
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HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF
HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF
The company Secon Systems GmbH, partner of Maccaferri for the German market, provided full assistance, proposing a solution with the so-called beaver-Voir
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HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF
HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF
The company Secon Systems GmbH, partner of Maccaferri for the German market, provided full assistance, proposing a solution with the so-called beaver-Voir
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HENNEAULAAN ZAVENTEM
HENNEAULAAN ZAVENTEM
Maccaferri´s Corporate Technical Department, in cooperation with the local partner TEXION, has proposed an optimised solution with has supported the Voir
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HENNEAULAAN ZAVENTEM
HENNEAULAAN ZAVENTEM
Maccaferri´s Corporate Technical Department, in cooperation with the local partner TEXION, has proposed an optimised solution with has supported the Voir
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HUHUGAM HERITAGE CENTER
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useVoir
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HUHUGAM HERITAGE CENTER
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useVoir
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HYDRO QUEBEC – ROMAINE 4
HYDRO QUEBEC – ROMAINE 4
43 units of Erdox Neve snow pack supporting structures were designed and installed. These are the largest single point anchor snow pack supporting strVoir
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HYDRO QUEBEC – ROMAINE 4
HYDRO QUEBEC – ROMAINE 4
43 units of Erdox Neve snow pack supporting structures were designed and installed. These are the largest single point anchor snow pack supporting strVoir
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IPO DAM SILT CURTAINS
IPO DAM SILT CURTAINS
To address the degradation of the Ipo Dam and mitigate the adverse effects of soil erosion and water contamination, various long-term solutions are beVoir
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IPO DAM SILT CURTAINS
IPO DAM SILT CURTAINS
To address the degradation of the Ipo Dam and mitigate the adverse effects of soil erosion and water contamination, various long-term solutions are beVoir
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KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME
Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project drawVoir
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KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME
Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project drawVoir
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KOSOVO MOTORWAY PROJECT
KOSOVO MOTORWAY PROJECT
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 SystVoir
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KURINGEN BRIDGE 19
KURINGEN BRIDGE 19
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 beeVoir
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LANPING LEAD-ZINC MINING SANCHONGSHAN DUMP RETAINING WALL PROJECT
According to the geological conditions and engineering requirements of the project, the owner and the design unit comprehensively consider the economyVoir
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LANPING LEAD-ZINC MINING SANCHONGSHAN DUMP RETAINING WALL PROJECT
LANPING LEAD-ZINC MINING SANCHONGSHAN DUMP RETAINING WALL PROJECT
According to the geological conditions and engineering requirements of the project, the owner and the design unit comprehensively consider the economyVoir
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LINCOLNSHIRE EFW
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of  ground level wet and dry holding lagoons. These were   impermeably lineVoir
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LINCOLNSHIRE EFW
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of  ground level wet and dry holding lagoons. These were   impermeably lineVoir
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LISTENING MIRRORS HISTORIC SITE
LISTENING MIRRORS HISTORIC SITE
In the first phase of the project the peninsula housing the Mirrors was cut off to create an island linked to the mainland by a swing footbridge, and Voir
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LISTENING MIRRORS HISTORIC SITE
LISTENING MIRRORS HISTORIC SITE
In the first phase of the project the peninsula housing the Mirrors was cut off to create an island linked to the mainland by a swing footbridge, and Voir
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LÖTZGALERIE
LÖTZGALERIE
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 challengeVoir
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LÖTZGALERIE
LÖTZGALERIE
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 challengeVoir
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Lower Campbell Repair
Lower Campbell Repair
The erosion control solution consisted of a six to nine-foot-tall, stair-stepped, gabion wall, with a concrete floor base. MaxTex® H 60.1 iVoir
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Lower Campbell Repair
Lower Campbell Repair
The erosion control solution consisted of a six to nine-foot-tall, stair-stepped, gabion wall, with a concrete floor base. MaxTex® H 60.1 iVoir
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LU-A13 DUDELANGE-BURANGE
LU-A13 DUDELANGE-BURANGE
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. 4,000Voir
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LUOYANG FOUR RIVER TONGZHI PROJECT
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipVoir
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LUOYANG FOUR RIVER TONGZHI PROJECT
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipVoir
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M606 MOTORWAY / M62 JUNCTION
M606 MOTORWAY / M62 JUNCTION
Maccaferri’s double twist woven gabions have been used to  create an approximately 450m, the combined length of road[1]side retaining wallVoir
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M606 MOTORWAY / M62 JUNCTION
M606 MOTORWAY / M62 JUNCTION
Maccaferri’s double twist woven gabions have been used to  create an approximately 450m, the combined length of road[1]side retaining wallVoir
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MacSport AC Monza
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaVoir
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MacSport AC Monza
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaVoir
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MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION
Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-beiVoir
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MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION
Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-beiVoir
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MANILA-CAVITE EXPRESSWAY
MANILA-CAVITE EXPRESSWAY
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 duVoir
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MANILA-CAVITE EXPRESSWAY
MANILA-CAVITE EXPRESSWAY
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 duVoir
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Marginal Protection for the Tonameca River
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesVoir
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Marginal Protection for the Tonameca River
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesVoir
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Mass Gravity Retaining Walls
Mass Gravity Retaining Walls
According to the premises outlined in the Environmental Recovery Plan (PRAD) provided by the client, the best solution among the available options in Voir
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Mass Gravity Retaining Walls
Mass Gravity Retaining Walls
According to the premises outlined in the Environmental Recovery Plan (PRAD) provided by the client, the best solution among the available options in Voir
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MEERHOUT BRIDGE 34
MEERHOUT BRIDGE 34
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to moVoir
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MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesVoir
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MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesVoir
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MINE D’OR DU TASIAST MASSIF DE L’ADRAR
The Terramesh® system is a system that combines a gabion facing with a continuous wire mesh reinforcement of the facing. The gabion part ensures a neVoir
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MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH
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 Voir
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MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH
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 Voir
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MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY
MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY
Bechtel-Enka brought in geotechnical specialists, Officine Maccaferri in a partnership arrangement to provide engineering design solutions for the walVoir
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MSE HEADWALL FOR HIGHWAY CULVERT
MSE HEADWALL FOR HIGHWAY CULVERT
The culvert has a span of 15.85m, a height of 8.14m and is 18.0m long. Four wing walls were required, each 14m long with a designed height of 8.2m. CrVoir
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MSE HEADWALL FOR HIGHWAY CULVERT
MSE HEADWALL FOR HIGHWAY CULVERT
The culvert has a span of 15.85m, a height of 8.14m and is 18.0m long. Four wing walls were required, each 14m long with a designed height of 8.2m. CrVoir
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MURO DE CONTENÇÃO E ESCADA HIDRÁULICA EM GABIÕES
MURO DE CONTENÇÃO E ESCADA HIDRÁULICA EM GABIÕES
The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion retVoir
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MURO DE CONTENÇÃO E ESCADA HIDRÁULICA EM GABIÕES
MURO DE CONTENÇÃO E ESCADA HIDRÁULICA EM GABIÕES
The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion retVoir
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MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA
MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA
The constructor together with the external supervision and the SICT residence analysed different alternatives for the required retaining works, and thVoir
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MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA
MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA
The constructor together with the external supervision and the SICT residence analysed different alternatives for the required retaining works, and thVoir
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Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM
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 thVoir
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Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM
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 thVoir
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Natural Hazard Mitigation in the Alps
Natural Hazard Mitigation in the Alps
In the present intervention, rockfall barriers RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructureVoir
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Natural Hazard Mitigation in the Alps
Natural Hazard Mitigation in the Alps
In the present intervention, rockfall barriers RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructureVoir
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NEW AIRPORT IN MOUNTAINOUS REGION
NEW AIRPORT IN MOUNTAINOUS REGION
The cut-and-fill operations would enable the insertion of the 2,800m runway and airport buildings. To stabilise and reinforce the ‘fill’ (valley) Voir
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NEW ASDA STORE
NEW ASDA STORE
The chosen solution was the MacWall Diamond dry build a segmental block retaining wall system due to its rapid speed of construction, flexibility and Voir
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NEW ASDA STORE
NEW ASDA STORE
The chosen solution was the MacWall Diamond dry build a segmental block retaining wall system due to its rapid speed of construction, flexibility and Voir
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NEW SHARJAH-KHORFAKKAN ROAD
NEW SHARJAH-KHORFAKKAN ROAD
From the previous successful experience of Terramesh system walls, the consultant approached Maccaferri Middle East to propose Terramesh MSE walls as Voir
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NEWHURST ENERGY FROM WASTE FACILITY
NEWHURST ENERGY FROM WASTE FACILITY
Maccaferri proposed the use of its Macline GCL W20 to  impermeably line the attenuation pond and this was   accepted by client HitVoir
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NEWHURST ENERGY FROM WASTE FACILITY
NEWHURST ENERGY FROM WASTE FACILITY
Maccaferri proposed the use of its Macline GCL W20 to  impermeably line the attenuation pond and this was   accepted by client HitVoir
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NL BERGEN
NL BERGEN
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 witVoir
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NL BERGEN
NL BERGEN
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 witVoir
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NORTH WALES COASTROAD (A55)
NORTH WALES COASTROAD (A55)
Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a Voir
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NORTH WALES COASTROAD (A55)
NORTH WALES COASTROAD (A55)
Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a Voir
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NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
Use of geosynthetics solution improves the performance of formation layer, which plays an important role for good performance of track. Also, it helpsVoir
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NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
Use of geosynthetics solution improves the performance of formation layer, which plays an important role for good performance of track. Also, it helpsVoir
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Ocean Farm 1 – Supply of KikkoNet Net and Net Structure
Ocean Farm 1 – Supply of KikkoNet Net and Net Structure
As a supplier of the new net pen in this project, Maccaferri is in charge of supplying the KikkoNet containment net and its built-in structural reinfoVoir
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Ocean Farm 1 – Supply of KikkoNet Net and Net Structure
Ocean Farm 1 – Supply of KikkoNet Net and Net Structure
As a supplier of the new net pen in this project, Maccaferri is in charge of supplying the KikkoNet containment net and its built-in structural reinfoVoir
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OCEANS UMHLANGA MALL
OCEANS UMHLANGA MALL
After evaluating the geotechnical parameters, loading  constraints and required structure geometry, Maccaferri   provided a designVoir
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OOSTERWEEL VERBINDING -LINKEROEVER, BFL03
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aVoir
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OOSTERWEEL VERBINDING -LINKEROEVER, G17
OOSTERWEEL VERBINDING -LINKEROEVER, G17
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aVoir
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OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aVoir
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OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aVoir
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OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16
OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aVoir
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ORLA DE ANANINDEUA
A prefeitura optou por proteger a margem com um revestimento de Colchão Reno®. Este material é flexível, versátil e permeável, permitindo a inteVoir
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PARAMESH WALL FOR BAJO – MALAWATAR ROAD SEGMENT
PARAMESH WALL FOR BAJO – MALAWATAR ROAD SEGMENT
The Retaining Wall Structure for Bajo – Malawatar Road Segment is constructed using Paramesh System with a height of 8.5m, consisting of a TerrameshVoir
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PARAMESH WALL FOR BAJO – MALAWATAR ROAD SEGMENT
PARAMESH WALL FOR BAJO – MALAWATAR ROAD SEGMENT
The Retaining Wall Structure for Bajo – Malawatar Road Segment is constructed using Paramesh System with a height of 8.5m, consisting of a TerrameshVoir
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PASSAGEM INFERIOR DA RODOVIA BR-101 EM ESCADA
PASSAGEM INFERIOR DA RODOVIA BR-101 EM ESCADA
A containment and verticalization project for the meeting embankment was implemented using the reinforced soil system with the Terramesh System wall. Voir
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PEACE BRIDGE
PEACE BRIDGE
A 40m long,8m high Green Terramesh® reinforced soil abutment wall to surround and support the high-level bridge bank seat and integrate seamlessly wiVoir
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PEACE BRIDGE
PEACE BRIDGE
A 40m long,8m high Green Terramesh® reinforced soil abutment wall to surround and support the high-level bridge bank seat and integrate seamlessly wiVoir
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Perilago Path – Reconstruction of Route 82
Perilago Path – Reconstruction of Route 82
The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh™ System, the built wall has Voir
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Perilago Path – Reconstruction of Route 82
Perilago Path – Reconstruction of Route 82
The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh™ System, the built wall has Voir
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PODLJUBELJ ROCKFALL PROTECTION
PODLJUBELJ ROCKFALL PROTECTION
MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MAVoir
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PRESA FRANCISCO ABELLÁN
PRESA FRANCISCO ABELLÁN
To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability ofVoir
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PRESA FRANCISCO ABELLÁN
PRESA FRANCISCO ABELLÁN
To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability ofVoir
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PRESTONS ROAD FLYOVER
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach rVoir
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PRESTONS ROAD FLYOVER
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach rVoir
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PROMENADE SAMUEL-DE-CHAMPLAIN
PROMENADE SAMUEL-DE-CHAMPLAIN
A rockfall investigation and assessment was made by WSP rock mechanic engineers on the site. It has been concluded that a rockfall protection of 50 Voir
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PROMENADE SAMUEL-DE-CHAMPLAIN
PROMENADE SAMUEL-DE-CHAMPLAIN
A rockfall investigation and assessment was made by WSP rock mechanic engineers on the site. It has been concluded that a rockfall protection of 50 Voir
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PROTEÇÃO COSTEIRA COM GABIÕES
PROTEÇÃO COSTEIRA COM GABIÕES
To protect and control erosion, PoliMac™ box-type gabion containment was used, together with a PoliMac™ Reno® mattress, used at the pipe outlets,Voir
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PROTEÇÃO COSTEIRA COM GABIÕES
PROTEÇÃO COSTEIRA COM GABIÕES
To protect and control erosion, PoliMac™ box-type gabion containment was used, together with a PoliMac™ Reno® mattress, used at the pipe outlets,Voir
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PROTECCIÓN CONTRA CAÍDA DE ROCAS EN ALHABIA
PROTECCIÓN CONTRA CAÍDA DE ROCAS EN ALHABIA
In order to guarantee road safety on the road, emergency work was carried out and awarded to the company Seanto. The work consisted of the following aVoir
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PROTECCIÓN CONTRA CAÍDA DE ROCAS EN ALHABIA
PROTECCIÓN CONTRA CAÍDA DE ROCAS EN ALHABIA
In order to guarantee road safety on the road, emergency work was carried out and awarded to the company Seanto. The work consisted of the following aVoir
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PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d'une douzaine de mètre de hauteur.Voir
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PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d'une douzaine de mètre de hauteur.Voir
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PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d'une douzaine de mètre de hauteur.Voir
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PROTECTION OF PROMENADE DES ANGLAIS IN NICE
PROTECTION OF PROMENADE DES ANGLAIS IN NICE
The Nice-Côte-d’Azur municipality decided to install an anti-incursion barrier on the Promenade des Anglais to guarantee the safety of pedestrians.Voir
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RAILWAY EMBANKMENT BURROWING PREVENTION
RAILWAY EMBANKMENT BURROWING PREVENTION
Maccaferri’s Anti-Burrowing Mesh has been proven to be a  strong rodent deterrent. Unlike any plastic grids or thin   rabbit netVoir
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RAILWAY EMBANKMENT BURROWING PREVENTION
RAILWAY EMBANKMENT BURROWING PREVENTION
Maccaferri’s Anti-Burrowing Mesh has been proven to be a  strong rodent deterrent. Unlike any plastic grids or thin   rabbit netVoir
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RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
La société Maccaferri a été choisie pour fournir les écrans pare-blocs : ce sont cinq lignes d'écrans EPFM 5000 qui ont été installées. LVoir
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RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
La société Maccaferri a été choisie pour fournir les écrans pare-blocs : ce sont cinq lignes d'écrans EPFM 5000 qui ont été installées. LVoir
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RD980 RECTIFICATION DE VIRAGES
RD980 RECTIFICATION DE VIRAGES
Initialement, le projet prévoyait de conforter les talus par réalisation de parois clouées. France Maccaferri, sollicité par l’entreprise TETRA,Voir
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RD980 RECTIFICATION DE VIRAGES
RD980 RECTIFICATION DE VIRAGES
Initialement, le projet prévoyait de conforter les talus par réalisation de parois clouées. France Maccaferri, sollicité par l’entreprise TETRA,Voir
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REDROW HOMES DEVELOPMENT
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiVoir
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REDROW HOMES DEVELOPMENT
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiVoir
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REHABILITATION AND WIDENING OF QUEENSTON ROAD
REHABILITATION AND WIDENING OF QUEENSTON ROAD
Maccaferri was approached by the consulting engineering firm of the project at the design stage to check if a solution could be provided for this projVoir
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REHABILITATION AND WIDENING OF QUEENSTON ROAD
REHABILITATION AND WIDENING OF QUEENSTON ROAD
Maccaferri was approached by the consulting engineering firm of the project at the design stage to check if a solution could be provided for this projVoir
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Rehabilitation due to Undermining in Villalobos
Rehabilitation due to Undermining in Villalobos
An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabilizVoir
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Rehabilitation due to Undermining in Villalobos
Rehabilitation due to Undermining in Villalobos
An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabilizVoir
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REINFORCED GRANULAR FOUNDATIONS
REINFORCED GRANULAR FOUNDATIONS
In order to reduce the loads applied to the soft foundation soils, the project geotechnical engineers recommended that a 1.5m thick layer of compactedVoir
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REINFORCED GRANULAR FOUNDATIONS
REINFORCED GRANULAR FOUNDATIONS
In order to reduce the loads applied to the soft foundation soils, the project geotechnical engineers recommended that a 1.5m thick layer of compactedVoir
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Reinforced Soil Retaining Structure and Slope Reinforcement
Reinforced Soil Retaining Structure and Slope Reinforcement
The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retaininVoir
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Reinforced Soil Retaining Structure and Slope Reinforcement
Reinforced Soil Retaining Structure and Slope Reinforcement
The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retaininVoir
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REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K
REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K
Based on the site conditions and specific requirements of the client, Terramesh units made of gabion fascia along with an integrated tail as reinforceVoir
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Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH
The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the Voir
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Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – Perú
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – Perú
The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the Voir
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REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET
REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET
RC Spencer Associates Inc., a reputable engineering firm in  the Windsor area, was tasked by the Town of Amherstburg   to devise aVoir
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REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET
REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET
RC Spencer Associates Inc., a reputable engineering firm in  the Windsor area, was tasked by the Town of Amherstburg   to devise aVoir
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RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS
RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS
The acrobatic works company, Hydrokarst, based in France, solicited Maccaferri to propose solutions for protection against rockfalls. Several types ofVoir
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RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS
RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS
The acrobatic works company, Hydrokarst, based in France, solicited Maccaferri to propose solutions for protection against rockfalls. Several types ofVoir
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RETAINING WALL SUPPORTING A630
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was  originally proposed within the design. However, the PVC   coating on weldedVoir
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RETAINING WALL SUPPORTING A630
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was  originally proposed within the design. However, the PVC   coating on weldedVoir
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RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA
RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA
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 varyVoir
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RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA
RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA
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 varyVoir
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RINGFIETSPAD ANTWERP
RINGFIETSPAD ANTWERP
Mainly, four different types of facing inclinations have been used for this project: 27°, 34°, 45° and 60° The main product used is Terramesh GreeVoir
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RINGFIETSPAD ANTWERP
RINGFIETSPAD ANTWERP
Mainly, four different types of facing inclinations have been used for this project: 27°, 34°, 45° and 60° The main product used is Terramesh GreeVoir
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Road stabilization in Totonicanapá
Road stabilization in Totonicanapá
The use of mono-oriented MacGrid WG geogrids integrated into the Terramesh system offers a superior technical solution for the containment project in Voir
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Road stabilization in Totonicanapá
Road stabilization in Totonicanapá
The use of mono-oriented MacGrid WG geogrids integrated into the Terramesh system offers a superior technical solution for the containment project in Voir
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ROB FOR CONNECTIVITY BETWEEN MUNDRA AND NH 8A
ROB FOR CONNECTIVITY BETWEEN MUNDRA AND NH 8A
The stone column technique, also known as vibro-replacement or vibro-displacement, is a ground improvement process where vertical columns of compactedVoir
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ROCK SUPPORT IN VÍCAR, ALMERÍA
ROCK SUPPORT IN VÍCAR, ALMERÍA
To address this problem, the following support measures were implemented:LEA 300-8 cable net with a tensile strength of 130 kN/m and a puncture resistVoir
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ROCK SUPPORT IN VÍCAR, ALMERÍA
ROCK SUPPORT IN VÍCAR, ALMERÍA
To address this problem, the following support measures were implemented:LEA 300-8 cable net with a tensile strength of 130 kN/m and a puncture resistVoir
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ROCKFALL MITIGATION  MEASURES AT SAPTSHRUNGI GAD, NASHIK
ROCKFALL MITIGATION MEASURES AT SAPTSHRUNGI GAD, NASHIK
The rockfall mitigation measures constituted of secured drapery system with Steelgrid MO and High Energy Absorption (HEA) panels and surface anchoringVoir
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ROCKFALL MITIGATION  MEASURES AT SAPTSHRUNGI GAD, NASHIK
ROCKFALL MITIGATION MEASURES AT SAPTSHRUNGI GAD, NASHIK
The rockfall mitigation measures constituted of secured drapery system with Steelgrid MO and High Energy Absorption (HEA) panels and surface anchoringVoir
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ROCKFALL MITIGATION WORKS- RAILWAY LINE-NEAR CH 14 – ANPARA
ROCKFALL MITIGATION WORKS- RAILWAY LINE-NEAR CH 14 – ANPARA
Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. RVoir
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ROCKFALL MITIGATION WORKS- RAILWAY LINE-NEAR CH 14 – ANPARA
ROCKFALL MITIGATION WORKS- RAILWAY LINE-NEAR CH 14 – ANPARA
Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. RVoir
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ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA
ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA
Based on the rockfall trajectory analysis, the design energy level required is 2000 kJ. Flexible barrier with post height of 4m in installed over 500mVoir
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ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA
ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA
Based on the rockfall trajectory analysis, the design energy level required is 2000 kJ. Flexible barrier with post height of 4m in installed over 500mVoir
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ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD
ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD
The road is the main thoroughfare of the Tablas Island. In order to protect the road and ensure serviceability after a typhoon, Maccaferri proposed thVoir
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ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD
ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD
The road is the main thoroughfare of the Tablas Island. In order to protect the road and ensure serviceability after a typhoon, Maccaferri proposed thVoir
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SADAWARNA DAM PARAMESH WALL
SADAWARNA DAM PARAMESH WALL
The Retaining Wall Structure for Stilling Basin in Sadawarna Dam is constructed using Paramesh System with a height of 5m, consisting of the TerrameshVoir
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SADAWARNA DAM PARAMESH WALL
SADAWARNA DAM PARAMESH WALL
The Retaining Wall Structure for Stilling Basin in Sadawarna Dam is constructed using Paramesh System with a height of 5m, consisting of the TerrameshVoir
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SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR
SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR
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 Voir
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SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR
SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR
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 Voir
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SEATION TRAMWAY
SEATION TRAMWAY
The site is situated above an area of soft soil that required  substantial ground improvement.The new platform area   adjacent to Voir
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SEATION TRAMWAY
SEATION TRAMWAY
The site is situated above an area of soft soil that required  substantial ground improvement.The new platform area   adjacent to Voir
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Second Stage MME at Puerto Escondido Airport
Second Stage MME at Puerto Escondido Airport
To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with Voir
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Second Stage MME at Puerto Escondido Airport
Second Stage MME at Puerto Escondido Airport
To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with Voir
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SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
France Maccaferri a été sollicitée par l'entreprise Garelli pour dimensionner, concevoir, fabriquer et fournir un écran débris flow (DF) capaVoir
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SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
France Maccaferri a été sollicitée par l'entreprise Garelli pour dimensionner, concevoir, fabriquer et fournir un écran débris flow (DF) capaVoir
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SÉCURISATION DU BARRAGE DU PLANAS
SÉCURISATION DU BARRAGE DU PLANAS
Le choix d’une rehausse de la digue actuelle par l’aval est motivé d’une part par la réalisation des travaux à l’abri de la digue existanteVoir
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SÉCURISATION DU BARRAGE DU PLANAS
SÉCURISATION DU BARRAGE DU PLANAS
Le choix d’une rehausse de la digue actuelle par l’aval est motivé d’une part par la réalisation des travaux à l’abri de la digue existanteVoir
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SLIDE 5 EMBANKMENT, TRANS CANADA HIGHWAY #1
SLIDE 5 EMBANKMENT, TRANS CANADA HIGHWAY #1
In January 2006, BC MoT approached Maccaferri Canada Ltd. in order to discuss the feasibility of designing a rockfall embankment for this site. SimulaVoir
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SLIDE 5 EMBANKMENT, TRANS CANADA HIGHWAY #1
SLIDE 5 EMBANKMENT, TRANS CANADA HIGHWAY #1
In January 2006, BC MoT approached Maccaferri Canada Ltd. in order to discuss the feasibility of designing a rockfall embankment for this site. SimulaVoir
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SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA
SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA
Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. VVoir
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SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA
SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA
Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. VVoir
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SLOPE STABILISATION PORT OF ZIERBENA
SLOPE STABILISATION PORT OF ZIERBENA
To secure the area, a highly rigid flexible containment system was designed and installed to limit ground deformation as much as possible, with a veryVoir
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SLOPE STABILISATION PORT OF ZIERBENA
SLOPE STABILISATION PORT OF ZIERBENA
To secure the area, a highly rigid flexible containment system was designed and installed to limit ground deformation as much as possible, with a veryVoir
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SLOPE STABILIZATION AND PROTECTION AT ULU SLIM RIVER, PERAK
SLOPE STABILIZATION AND PROTECTION AT ULU SLIM RIVER, PERAK
After careful considerations, Jabatan Kerja Raya (JKR) Batang Padang adopted Maccaferri Gabions Retaining Wall to solve this problem and increase safeVoir
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SLOPE STABILIZATION AND PROTECTION AT ULU SLIM RIVER, PERAK
SLOPE STABILIZATION AND PROTECTION AT ULU SLIM RIVER, PERAK
After careful considerations, Jabatan Kerja Raya (JKR) Batang Padang adopted Maccaferri Gabions Retaining Wall to solve this problem and increase safeVoir
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Small green lung in the Metelliana Valley
Small green lung in the Metelliana Valley
Maccaferri’s solution to the environmental challenges posed by the abandoned landfill in Cava de’ Tirreni involved the application of advanced geoVoir
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Small green lung in the Metelliana Valley
Small green lung in the Metelliana Valley
Maccaferri’s solution to the environmental challenges posed by the abandoned landfill in Cava de’ Tirreni involved the application of advanced geoVoir
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SMRITIVAN EARTHQUAKE MEMORIAL
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designVoir
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SMRITIVAN EARTHQUAKE MEMORIAL
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designVoir
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SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE
SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE
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, fVoir
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SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE
SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE
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, fVoir
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SOREL SOUND WALL
SOREL SOUND WALL
In order to facilitate RTFT’s requirements, Maccaferri proposed Green Terramesh (city side) and Terrawall System (plant side) as the most appropriatVoir
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SOREL SOUND WALL
SOREL SOUND WALL
In order to facilitate RTFT’s requirements, Maccaferri proposed Green Terramesh (city side) and Terrawall System (plant side) as the most appropriatVoir
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SPOORLIJN 51A – ZWANKENDAMME
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplVoir
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St Andrews Royal & Ancient Golf Club
St Andrews Royal & Ancient Golf Club
The approved scheme was designed by HR Wallingford, to include both ‘hard’ and ‘soft’ engineering solutions and the contract was supervised byVoir
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St Andrews Royal & Ancient Golf Club
St Andrews Royal & Ancient Golf Club
The approved scheme was designed by HR Wallingford, to include both ‘hard’ and ‘soft’ engineering solutions and the contract was supervised byVoir
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STANLEY SLOPE SLOPE EROSION PROTECTION
STANLEY SLOPE SLOPE EROSION PROTECTION
AECOM was appointed as Geotechnical consultant by Parks Canada and this consultant had prior experience with MacMat R from a previous project and apprVoir
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STANLEY SLOPE SLOPE EROSION PROTECTION
STANLEY SLOPE SLOPE EROSION PROTECTION
AECOM was appointed as Geotechnical consultant by Parks Canada and this consultant had prior experience with MacMat R from a previous project and apprVoir
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STRENGTHENING OF THE ROADBED LAYER OF THE RN4
STRENGTHENING OF THE ROADBED LAYER OF THE RN4
Initially, a granular drain mat was installed at the PST (Upper Part of Earthworks) level to capture flows and percolations from surrounding water basVoir
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SUMELA MONASTERY ROCKFALL PROTECTION PROJECT
SUMELA MONASTERY ROCKFALL PROTECTION PROJECT
Within the guidelines of a technical committee consisting of several professors from various, prestigious technical universities of the country, MaccaVoir
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SUNSET CLIFF
SUNSET CLIFF
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 metersVoir
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SUNSET CLIFF
SUNSET CLIFF
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 metersVoir
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TARLAC-NUEVA ECIJA PROVINCIAL ROAD
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tVoir
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TARLAC-NUEVA ECIJA PROVINCIAL ROAD
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tVoir
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TELAL EL SOKHNA’ PROJECT
TELAL EL SOKHNA’ PROJECT
Maccaferri’s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effectiVoir
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TENTH LINE LOT 29/30 ROADWAY AND SLOPE REPAIR
TENTH LINE LOT 29/30 ROADWAY AND SLOPE REPAIR
The town approached Maccaferri in 2016 to seek an engineered solution to this challenge. The engineering team proposed the following four solutions: Voir
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TENTH LINE LOT 29/30 ROADWAY AND SLOPE REPAIR
TENTH LINE LOT 29/30 ROADWAY AND SLOPE REPAIR
The town approached Maccaferri in 2016 to seek an engineered solution to this challenge. The engineering team proposed the following four solutions: Voir
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TERRAMESH RD PATRIMONIAL
TERRAMESH RD PATRIMONIAL
The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the Voir
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TERRAMESH RD PATRIMONIAL
TERRAMESH RD PATRIMONIAL
The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the Voir
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TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaVoir
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TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaVoir
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TERRAMESH® VERDE CARRETERA MATARANI KM. 24
TERRAMESH® VERDE CARRETERA MATARANI KM. 24
This road uses engineering solutions with reinforced soil walls, Terramesh® System and Terramesh® Verde, which economised the project by saving on bVoir
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TERZO VALICO DEI GIOVI – GENOVA JUNCTION
TERZO VALICO DEI GIOVI – GENOVA JUNCTION
Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a lengVoir
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TERZO VALICO DEI GIOVI – GENOVA JUNCTION
TERZO VALICO DEI GIOVI – GENOVA JUNCTION
Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a lengVoir
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The Ash Yard of the Thermal Power Plant
The Ash Yard of the Thermal Power Plant
The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protectionVoir
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The Ash Yard of the Thermal Power Plant
The Ash Yard of the Thermal Power Plant
The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protectionVoir
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THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS
THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS
The MacRes system with concrete facing was proposed as a technology for retaining wall because of the space limitations and fast installation. The MacVoir
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THE GRAND BOHEMIAN HOTEL
THE GRAND BOHEMIAN HOTEL
Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous prVoir
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THE GRAND BOHEMIAN HOTEL
THE GRAND BOHEMIAN HOTEL
Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous prVoir
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THE NEW ROUTE DU LITTORAL
THE NEW ROUTE DU LITTORAL
The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.Voir
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THE NEW ROUTE DU LITTORAL
THE NEW ROUTE DU LITTORAL
The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.Voir
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THREE CITIES TRAIL
THREE CITIES TRAIL
The civil engineers at Halff successfully designed and  implemented a tie-back reinforced gabion retaining wall to   act as the slVoir
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THREE CITIES TRAIL
THREE CITIES TRAIL
The civil engineers at Halff successfully designed and  implemented a tie-back reinforced gabion retaining wall to   act as the slVoir
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TK 2018 – 006 – MRV
TK 2018 – 006 – MRV
The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion BoxVoir
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TK 2018 – 006 – MRV
TK 2018 – 006 – MRV
The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion BoxVoir
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UNDERPASS OF BR-101 HIGHWAY IN ESCADA
UNDERPASS OF BR-101 HIGHWAY IN ESCADA
A containment and verticalization project for the meeting embankment was implemented using the reinforced soil system with the Terramesh System wall. Voir
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VAUXHALL WWTP EFFLUENT PUMPING STATION & BERM
VAUXHALL WWTP EFFLUENT PUMPING STATION & BERM
In order to optimize the construction footprint of the berm, a Maccaferri Green Terramesh MSE wall with Paradrain soil reinforcement was proposed. TVoir
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VAUXHALL WWTP EFFLUENT PUMPING STATION & BERM
VAUXHALL WWTP EFFLUENT PUMPING STATION & BERM
In order to optimize the construction footprint of the berm, a Maccaferri Green Terramesh MSE wall with Paradrain soil reinforcement was proposed. TVoir
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Village Brow, Crawfordsburn
Village Brow, Crawfordsburn
Maccaferri Green Terramesh Reinforced Soil Slope was proposed and accepted as an appropriate solution. The total length of the slope was 70m, reachingVoir
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Village Brow, Crawfordsburn
Village Brow, Crawfordsburn
Maccaferri Green Terramesh Reinforced Soil Slope was proposed and accepted as an appropriate solution. The total length of the slope was 70m, reachingVoir
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VOID SPANNING IN HOUSING DEVELOPMENT
VOID SPANNING IN HOUSING DEVELOPMENT
The Developer’s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was comVoir
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VOID SPANNING IN HOUSING DEVELOPMENT
VOID SPANNING IN HOUSING DEVELOPMENT
The Developer’s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was comVoir
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WALTHAM HIGH SCHOOL
WALTHAM HIGH SCHOOL
Based on the rock wall’s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended mVoir
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WALTHAM HIGH SCHOOL
WALTHAM HIGH SCHOOL
Based on the rock wall’s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended mVoir
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WEST CALGARY RING ROAD
WEST CALGARY RING ROAD
Sourcing of good quality granular material was one of the major challenges. The Maccaferri Para series of geogrids assisted in optimizing the cost ofVoir
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WEST CALGARY RING ROAD
WEST CALGARY RING ROAD
Sourcing of good quality granular material was one of the major challenges. The Maccaferri Para series of geogrids assisted in optimizing the cost ofVoir
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WESTBURY CN RAILWAY EMBANKMENT
WESTBURY CN RAILWAY EMBANKMENT
The principle adopted was to design a soil reinforced berm as well as to make the analysis and calculations necessary to guarantee the security of theVoir
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WESTBURY CN RAILWAY EMBANKMENT
WESTBURY CN RAILWAY EMBANKMENT
The principle adopted was to design a soil reinforced berm as well as to make the analysis and calculations necessary to guarantee the security of theVoir
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YELLOWSTONE HWY 20
YELLOWSTONE HWY 20
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 rockfaVoir
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ΤΕΛΙΚΗ ΚΑΛΥΨΗ ΧΑΔΑ
ΤΕΛΙΚΗ ΚΑΛΥΨΗ ΧΑΔΑ
Ο γεωσυνθετικός φραγμός από μπετονίτη MACLINE GCL W21 τοποθετήθηκε στη τελική κάλυψη των ΧΑΔΑ για να σφραγίσει αποτελεσματικά την είσοδο ύδατος πουVoir
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Nous représentons un partenaire gagnant dans le complexe monde de la construction civile et industrielle. Grâce à une large gamme, nos produits sont la réponse aux différentes exigences techniques du secteur : de la drainage et protection à l’eau et l’imperméabilisation des structures et revêtements, en passant par l’économie d’énergie et le confort dans le logement, le contrôle de la vapeur et les problématiques associées.