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Success Stories

Success Stories

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 massView
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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,View
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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 anView
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A944 ON THE RIVER DON
A944 ON THE RIVER DON
With all the problem factors in mind, Maccaferri’s solution was a reinforced slope using our Green Terramesh® Systems which would support the A roaView
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AEROPORTO PLÁCIDO DE CASTRO
AEROPORTO PLÁCIDO DE CASTRO
Debido a esto fue necesario la adopción de un geosintético tipo geomembrana para impermeabilización de los laterales de la pista y también de un geView
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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. MView
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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 ErView
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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 (SnowView
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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 ErView
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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 (SnowView
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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 CompaView
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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 CoView
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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. TView
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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 solutionView
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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 spiralesView
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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 spiralesView
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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 spirales) ont View
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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 trView
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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 A7View
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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 theView
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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 View
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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 View
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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 View
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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 meshView
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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 lenView
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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 mitigatView
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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 installView
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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 instaView
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CLIFTON HILL ROADWAY REHABILITATION
Considering the complexity of rehabilitating composite pavement joints, EXP recommended to completing full depth repairs at all underlying cracks and View
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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 gabiView
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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 View
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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 tView
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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 View
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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 heightView
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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 View
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CONSOLIDAMENTO DELLA RUPE  DEL CENTRO STORICO DI CASTIGNANO (AP)
CONSOLIDAMENTO DELLA RUPE DEL CENTRO STORICO DI CASTIGNANO (AP)
Al fine di salvaguardare i fabbricati del centro storico di Castignano e di mettere in sicurezza l’asse viario situato al di sotto della rupe, è stView
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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 deView
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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 wiView
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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 5.32View
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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 widView
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CUT-SLOPE STABILISATION USING SOIL NAILING AT VILLUKURI
CUT-SLOPE STABILISATION USING SOIL NAILING AT VILLUKURI
As per geotechnical investigations carried out between KM 43/000 to KM 70/250, rocky strata is overlain by lateritic soil, clayey soil, river and cView
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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 basView
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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 vView
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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 racView
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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 raccorView
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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 racView
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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 slopeView
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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 slView
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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 tView
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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 bView
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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 curView
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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 30cView
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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 reviewView
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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) aView
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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 geomatView
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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 erosionView
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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 erosView
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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 comeView
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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 toView
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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 locationsView
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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 creView
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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 iView
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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 DepartmView
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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-View
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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 “beaView
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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 strView
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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 drawView
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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 economyView
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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 lineView
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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 View
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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 challengeView
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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 iView
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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 relationshipView
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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 wallView
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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 ItaView
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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-beiView
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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-beinView
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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 duView
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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 rocksView
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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 View
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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 shiftiView
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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. CrView
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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 thView
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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 thView
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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 achieveView
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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 infrastructureView
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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 infrastructView
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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 View
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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 HitView
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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 witView
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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 View
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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 View
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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 helpsView
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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 heView
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OCEANS UMHLANGA MALL
OCEANS UMHLANGA MALL
After evaluating the geotechnical parameters, loading  constraints and required structure geometry, Maccaferri   provided a designView
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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 aView
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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 GlobalView
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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 wiView
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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 hasView
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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 View
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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 rView
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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 View
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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.View
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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. En piView
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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.View
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PROTEZIONE CADUTA MASSI – S.P. 477 DI CASTELLUCCIO DI NORCIA (PG)
PROTEZIONE CADUTA MASSI – S.P. 477 DI CASTELLUCCIO DI NORCIA (PG)
Considerato lo stato dei luoghi, l’ampiezza dell’area oggetto di possibili distacchi e l’urgenza di messa in sicurezza della viabilità, è stato reaView
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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 netView
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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. LView
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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. LView
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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. La maitriseView
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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,View
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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,View
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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, a View
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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 projView
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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 compactedView
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REMEDIATION AND ENVIRONMENTAL RESTORATION OF THE MUNICIPAL DUMP
REMEDIATION AND ENVIRONMENTAL RESTORATION OF THE MUNICIPAL DUMP
L’impiego del sistema terramesh “Liner” costituito dal sistema Terramesh Verde o Liner con inserito all’interno un cassero sul quale è stato posto View
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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 aView
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RESTAURACIÓN – AUTÓDROMO INTERNACIONAL DE GOIÂNI
RESTAURACIÓN – AUTÓDROMO INTERNACIONAL DE GOIÂNI
Pensando en ello, AGETOP, la agencia estatal responsable de la administración del autódromo, decidió utilizar geomallas para el refuerzo del asfaltView
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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 weldedView
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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 GreeView
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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 GreenView
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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 anchoringView
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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 anchorView
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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 500mView
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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 thView
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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 proposedView
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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 View
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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 View
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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) capaView
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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) capaView
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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) capable deView
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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 existanteView
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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 existante en cas View
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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 existanteView
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SISTEMAZIONE IDRAULICA SUL FIUME METAURO
SISTEMAZIONE IDRAULICA SUL FIUME METAURO
La realizzazione di un’opera di sostegno in gabbioni si è rivelata, grazie alla flessibilità che la caratterizza, la soluzione più adeguata per ricView
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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. SimulaView
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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 designView
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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 desView
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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, fView
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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 appropriatView
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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 apprView
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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 tView
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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&nbsView
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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: View
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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 ParaView
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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 PView
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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 bView
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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.View
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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 slView
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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. TView
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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 comView
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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 ofView
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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 theView
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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 πουView
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