Kisah Sukses
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 massLihatstar
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 massLihatstar
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 massLihatstar
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,Lihatstar
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,Lihatstar
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,Lihatstar
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 projecLihatstar
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 projecLihatstar
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 projecLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and proposed the MacWall Landmark segmental reinforced soil wall system. MLihatstar
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and proposed the MacWall Landmark segmental reinforced soil wall system. MLihatstar
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and proposed the MacWall Landmark segmental reinforced soil wall system. MLihatstar
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Lihatstar
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Lihatstar
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Lihatstar
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or even a submerged barrier that goes parallel to the shore. Maccaferri IndonLihatstar
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or even a submerged barrier that goes parallel to the shore. Maccaferri IndonLihatstar
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or even a submerged barrier that goes parallel to the shore. Maccaferri IndonLihatstar
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 cosLihatstar
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 cosLihatstar
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 cosLihatstar
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 ErLihatstar
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 ErLihatstar
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 ErLihatstar
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 ErLihatstar
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 ErLihatstar
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 ErLihatstar
AYAMARU LAKE EMBANKMENT IN SORONG, WEST PAPUA
Maccaferri proposes a reliable solution by using Reno Mattresses Plus as a substitute for concrete to cover the embankment in Lake Ayamaru. The designLihatstar
AYAMARU LAKE EMBANKMENT IN SORONG, WEST PAPUA
Maccaferri proposes a reliable solution by using Reno Mattresses Plus as a substitute for concrete to cover the embankment in Lake Ayamaru. The designLihatstar
AYAMARU LAKE EMBANKMENT IN SORONG, WEST PAPUA
Maccaferri proposes a reliable solution by using Reno Mattresses Plus as a substitute for concrete to cover the embankment in Lake Ayamaru. The designLihatstar
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 boxLihatstar
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 boxLihatstar
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 boxLihatstar
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaLihatstar
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaLihatstar
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaLihatstar
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TLihatstar
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TLihatstar
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TLihatstar
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® gabionsLihatstar
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® gabionsLihatstar
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® gabionsLihatstar
BASAL REINFORCEMENT AT EMBUNG AJI RADEN
Soil replacement was decided to replace 1m of soft soil below the embankment. Before backfilling the excavated area, basal reinforcement was laid, togLihatstar
BASAL REINFORCEMENT AT EMBUNG AJI RADEN
Soil replacement was decided to replace 1m of soft soil below the embankment. Before backfilling the excavated area, basal reinforcement was laid, togLihatstar
BASAL REINFORCEMENT AT EMBUNG AJI RADEN
Soil replacement was decided to replace 1m of soft soil below the embankment. Before backfilling the excavated area, basal reinforcement was laid, togLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 tLihatstar
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 tLihatstar
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 tLihatstar
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bLihatstar
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bLihatstar
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bLihatstar
BELFAST HARBOUR
The works included dregging of the new berth and approaches. This involved the disposal of 500,000m3 of material to sea with trLihatstar
BELFAST HARBOUR
The works included dregging of the new berth and approaches. This involved the disposal of 500,000m3 of material to sea with trLihatstar
BELFAST HARBOUR
The works included dregging of the new berth and approaches. This involved the disposal of 500,000m3 of material to sea with trLihatstar
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 A7Lihatstar
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 A7Lihatstar
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 A7Lihatstar
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aLihatstar
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aLihatstar
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings extensively along the 35-mile route which connects Edinburgh to Lihatstar
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings extensively along the 35-mile route which connects Edinburgh to Lihatstar
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings extensively along the 35-mile route which connects Edinburgh to Lihatstar
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 meshLihatstar
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 meshLihatstar
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 meshLihatstar
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 lenLihatstar
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 lenLihatstar
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 lenLihatstar
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 concreteLihatstar
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 concreteLihatstar
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 concreteLihatstar
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 claddinLihatstar
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 claddinLihatstar
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 claddinLihatstar
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 consisLihatstar
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 consisLihatstar
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 consisLihatstar
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 combiLihatstar
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 combiLihatstar
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 combiLihatstar
CHANNEL REVETMENT AT HEAVEN MEMORIAL PARK CEMETERY
The Revetment Structure was constructed and completed using Gabion, Reno Mattress, and Terramesh System. These materials are mainly made of Double-TwiLihatstar
CHANNEL REVETMENT AT HEAVEN MEMORIAL PARK CEMETERY
The Revetment Structure was constructed and completed using Gabion, Reno Mattress, and Terramesh System. These materials are mainly made of Double-TwiLihatstar
CHANNEL REVETMENT AT HEAVEN MEMORIAL PARK CEMETERY
The Revetment Structure was constructed and completed using Gabion, Reno Mattress, and Terramesh System. These materials are mainly made of Double-TwiLihatstar
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installLihatstar
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installLihatstar
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installLihatstar
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 assembleLihatstar
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 assembleLihatstar
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 assembleLihatstar
CIAWI DAM DROP STRUCTURE
The river diversion structure is mainly using gabions and reno mattresses with stone filling as the core. Steel anchors were installed to keep the gabLihatstar
CIAWI DAM DROP STRUCTURE
The river diversion structure is mainly using gabions and reno mattresses with stone filling as the core. Steel anchors were installed to keep the gabLihatstar
CIAWI DAM DROP STRUCTURE
The river diversion structure is mainly using gabions and reno mattresses with stone filling as the core. Steel anchors were installed to keep the gabLihatstar
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-lLihatstar
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-lLihatstar
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-lLihatstar
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 gabiLihatstar
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 gabiLihatstar
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 gabiLihatstar
COASTAL PROTECTION IN KENJERAN
A 340m long gabion sea wall was installed to protect it against tidal wave that can be erosion issue in the coastal area. Countermeasures to face the Lihatstar
COASTAL PROTECTION IN KENJERAN
A 340m long gabion sea wall was installed to protect it against tidal wave that can be erosion issue in the coastal area. Countermeasures to face the Lihatstar
COASTAL PROTECTION IN KENJERAN
A 340m long gabion sea wall was installed to protect it against tidal wave that can be erosion issue in the coastal area. Countermeasures to face the Lihatstar
COASTAL PROTECTION IN TANAH LOT, BALI
A 100m long gabion sea wall was installed in front of the property to protect it against wave action during the rainy season. Countermeasures to faceLihatstar
COASTAL PROTECTION IN TANAH LOT, BALI
A 100m long gabion sea wall was installed in front of the property to protect it against wave action during the rainy season. Countermeasures to faceLihatstar
COASTAL PROTECTION IN TANAH LOT, BALI
A 100m long gabion sea wall was installed in front of the property to protect it against wave action during the rainy season. Countermeasures to faceLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically stabilised earth walls into the pile foundations beneath. The maximum heightLihatstar
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically stabilised earth walls into the pile foundations beneath. The maximum heightLihatstar
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically stabilised earth walls into the pile foundations beneath. The maximum heightLihatstar
COMBINATION OF MSE WALL & EROSION CONTROL FOR LANDSLIDE MANAGEMENT
Maccaferri Indonesia recommends a combination of solutions involving MSE Wall and erosion control using Terramesh as a reinforcement and MacMat that fLihatstar
COMBINATION OF MSE WALL & EROSION CONTROL FOR LANDSLIDE MANAGEMENT
Maccaferri Indonesia recommends a combination of solutions involving MSE Wall and erosion control using Terramesh as a reinforcement and MacMat that fLihatstar
COMBINATION OF MSE WALL & EROSION CONTROL FOR LANDSLIDE MANAGEMENT
Maccaferri Indonesia recommends a combination of solutions involving MSE Wall and erosion control using Terramesh as a reinforcement and MacMat that fLihatstar
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). Lihatstar
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). Lihatstar
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). Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
CRUSHER WALL AT INDOCEMENT FACTORY
After a comparison in terms of cost and construction timing, the Client opted for the construction of an Hybrid Reinforced Soil Wall combining metal rLihatstar
CRUSHER WALL AT INDOCEMENT FACTORY
After a comparison in terms of cost and construction timing, the Client opted for the construction of an Hybrid Reinforced Soil Wall combining metal rLihatstar
CRUSHER WALL AT INDOCEMENT FACTORY
After a comparison in terms of cost and construction timing, the Client opted for the construction of an Hybrid Reinforced Soil Wall combining metal rLihatstar
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in July 2021 to propose a suitable high strength geogrid for use as a basLihatstar
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in July 2021 to propose a suitable high strength geogrid for use as a basLihatstar
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in July 2021 to propose a suitable high strength geogrid for use as a basLihatstar
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 alonLihatstar
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 alonLihatstar
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 alonLihatstar
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 effeLihatstar
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 effeLihatstar
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 effeLihatstar
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeLihatstar
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeLihatstar
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeLihatstar
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 tLihatstar
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 tLihatstar
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 tLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 PeLihatstar
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 PeLihatstar
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 PeLihatstar
EROSION CONTROL AT GONDANG DAM
To mitigate the surface erosion of cut slopes, an Erosion Control System was chosen due to its easy application, permeable material, and competitive pLihatstar
EROSION CONTROL AT GONDANG DAM
To mitigate the surface erosion of cut slopes, an Erosion Control System was chosen due to its easy application, permeable material, and competitive pLihatstar
EROSION CONTROL AT GONDANG DAM
To mitigate the surface erosion of cut slopes, an Erosion Control System was chosen due to its easy application, permeable material, and competitive pLihatstar
EROSION CONTROL AT KARALLOE DAM
MacMat EM® and MacMat HS® with Vegetation are the solutions selected to protect the cut slopes at Karalloe Dam. MacMat EM® is an erosion control blLihatstar
EROSION CONTROL AT KARALLOE DAM
MacMat EM® and MacMat HS® with Vegetation are the solutions selected to protect the cut slopes at Karalloe Dam. MacMat EM® is an erosion control blLihatstar
EROSION CONTROL AT KARALLOE DAM
MacMat EM® and MacMat HS® with Vegetation are the solutions selected to protect the cut slopes at Karalloe Dam. MacMat EM® is an erosion control blLihatstar
EROSION CONTROL AT LEUWIKERIS DAM – PACKAGE 1
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
EROSION CONTROL AT LEUWIKERIS DAM – PACKAGE 1
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
EROSION CONTROL AT LEUWIKERIS DAM – PACKAGE 1
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
EROSION CONTROL AT OTORITA BATAM HOSPITAL (RSOB)
Maccaferri Indonesia meets those criteria with an erosion control system that enables vegetation, is permeable, easy to install, price competitive, anLihatstar
EROSION CONTROL AT OTORITA BATAM HOSPITAL (RSOB)
Maccaferri Indonesia meets those criteria with an erosion control system that enables vegetation, is permeable, easy to install, price competitive, anLihatstar
EROSION CONTROL AT OTORITA BATAM HOSPITAL (RSOB)
Maccaferri Indonesia meets those criteria with an erosion control system that enables vegetation, is permeable, easy to install, price competitive, anLihatstar
EROSION CONTROL AT PIDEKSO DAM
In order to mitigate the risk of surface erosion, Erosion Control System was chosen due to its easy application, permeable material, and competitive pLihatstar
EROSION CONTROL AT PIDEKSO DAM
In order to mitigate the risk of surface erosion, Erosion Control System was chosen due to its easy application, permeable material, and competitive pLihatstar
EROSION CONTROL AT PIDEKSO DAM
In order to mitigate the risk of surface erosion, Erosion Control System was chosen due to its easy application, permeable material, and competitive pLihatstar
EROSION CONTROL AT WAY SEKAMPUNG DAM
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
EROSION CONTROL AT WAY SEKAMPUNG DAM
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
EROSION CONTROL AT WAY SEKAMPUNG DAM
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
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) aLihatstar
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) aLihatstar
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) aLihatstar
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 erosionLihatstar
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 erosionLihatstar
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 erosionLihatstar
EROSION CONTROL SYSTEM AT BERINGIN SILA DAM
Our erosion control system is made of a combination of one unity between HDPE geomat and a double-twisted wire mesh panel with longitudinal high tensiLihatstar
EROSION CONTROL SYSTEM AT BERINGIN SILA DAM
Our erosion control system is made of a combination of one unity between HDPE geomat and a double-twisted wire mesh panel with longitudinal high tensiLihatstar
EROSION CONTROL SYSTEM AT BERINGIN SILA DAM
Our erosion control system is made of a combination of one unity between HDPE geomat and a double-twisted wire mesh panel with longitudinal high tensiLihatstar
EROSION CONTROL SYSTEM WITH POLYBAG METHOD AT TIU SUNTUK DAM
In order to mitigate the surface erosion of slopes, the Erosion Control System was chosen due to its easy application, permeable material, and competiLihatstar
EROSION CONTROL SYSTEM WITH POLYBAG METHOD AT TIU SUNTUK DAM
In order to mitigate the surface erosion of slopes, the Erosion Control System was chosen due to its easy application, permeable material, and competiLihatstar
EROSION CONTROL SYSTEM WITH POLYBAG METHOD AT TIU SUNTUK DAM
In order to mitigate the surface erosion of slopes, the Erosion Control System was chosen due to its easy application, permeable material, and competiLihatstar
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 cLihatstar
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 cLihatstar
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 cLihatstar
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 comeLihatstar
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 comeLihatstar
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 comeLihatstar
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueLihatstar
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueLihatstar
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueLihatstar
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 toLihatstar
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 toLihatstar
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 toLihatstar
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 creLihatstar
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 creLihatstar
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 creLihatstar
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 theLihatstar
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 theLihatstar
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 theLihatstar
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 determineLihatstar
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 determineLihatstar
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 determineLihatstar
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, cLihatstar
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, cLihatstar
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, cLihatstar
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 challeLihatstar
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 challeLihatstar
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 challeLihatstar
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 SysLihatstar
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 SysLihatstar
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 SysLihatstar
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 MacdLihatstar
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 MacdLihatstar
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 MacdLihatstar
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-Lihatstar
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-Lihatstar
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-Lihatstar
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useLihatstar
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useLihatstar
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useLihatstar
INDOCEMENT FACTORY RIVERBANK PROTECTION
The solution proposed by Maccaferri involved mainly Gabion structures coupled with Reno Mattresses used as toe scouring protection. The solution, if cLihatstar
INDOCEMENT FACTORY RIVERBANK PROTECTION
The solution proposed by Maccaferri involved mainly Gabion structures coupled with Reno Mattresses used as toe scouring protection. The solution, if cLihatstar
INDOCEMENT FACTORY RIVERBANK PROTECTION
The solution proposed by Maccaferri involved mainly Gabion structures coupled with Reno Mattresses used as toe scouring protection. The solution, if cLihatstar
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 beLihatstar
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 beLihatstar
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 beLihatstar
KALIORANG, WING WALL PIT CRUSHER
The solution proposed was Paramesh System (Paralink & Terramesh) from Maccaferri Indonesia. The combination of hybrid material like Terramesh and ParaLihatstar
KALIORANG, WING WALL PIT CRUSHER
The solution proposed was Paramesh System (Paralink & Terramesh) from Maccaferri Indonesia. The combination of hybrid material like Terramesh and ParaLihatstar
KALIORANG, WING WALL PIT CRUSHER
The solution proposed was Paramesh System (Paralink & Terramesh) from Maccaferri Indonesia. The combination of hybrid material like Terramesh and ParaLihatstar
KANAWA SLOPE AND RIVER PROTECTION
The Public Works Department decided to build a Reinforced Soil Slope as retaining structure and a gabion-made drop structure to dissipate the energy oLihatstar
KANAWA SLOPE AND RIVER PROTECTION
The Public Works Department decided to build a Reinforced Soil Slope as retaining structure and a gabion-made drop structure to dissipate the energy oLihatstar
KANAWA SLOPE AND RIVER PROTECTION
The Public Works Department decided to build a Reinforced Soil Slope as retaining structure and a gabion-made drop structure to dissipate the energy oLihatstar
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 drawLihatstar
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 drawLihatstar
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 drawLihatstar
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 SystLihatstar
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 SystLihatstar
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 SystLihatstar
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 beeLihatstar
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 beeLihatstar
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 beeLihatstar
LANDSLIDE REHABILITATION MAKALE-PALOPO ROAD
The subgrade consists of andesit with limited and isolated area, so it is not possible for heavy equipments to do pilling work. A structure with permeLihatstar
LANDSLIDE REHABILITATION MAKALE-PALOPO ROAD
The subgrade consists of andesit with limited and isolated area, so it is not possible for heavy equipments to do pilling work. A structure with permeLihatstar
LANDSLIDE REHABILITATION MAKALE-PALOPO ROAD
The subgrade consists of andesit with limited and isolated area, so it is not possible for heavy equipments to do pilling work. A structure with permeLihatstar
LANDSLIDE REHABILITATION RIAU – JAMBI ROAD
Maccaferri Terramesh System as a flexible structure able to provide the solution. Construction of a reinforced embankment with a gabion facing structuLihatstar
LANDSLIDE REHABILITATION RIAU – JAMBI ROAD
Maccaferri Terramesh System as a flexible structure able to provide the solution. Construction of a reinforced embankment with a gabion facing structuLihatstar
LANDSLIDE REHABILITATION RIAU – JAMBI ROAD
Maccaferri Terramesh System as a flexible structure able to provide the solution. Construction of a reinforced embankment with a gabion facing structuLihatstar
LANDSLIDE REHABILITATION SP. TUAN – MERLUNG ROAD
Maccaferri Terramesh System as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to reconstructed thLihatstar
LANDSLIDE REHABILITATION SP. TUAN – MERLUNG ROAD
Maccaferri Terramesh System as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to reconstructed thLihatstar
LANDSLIDE REHABILITATION SP. TUAN – MERLUNG ROAD
Maccaferri Terramesh System as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to reconstructed thLihatstar
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 economyLihatstar
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 economyLihatstar
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 economyLihatstar
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of ground level wet and dry holding lagoons. These were impermeably lineLihatstar
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of ground level wet and dry holding lagoons. These were impermeably lineLihatstar
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of ground level wet and dry holding lagoons. These were impermeably lineLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 challengeLihatstar
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 challengeLihatstar
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 challengeLihatstar
LOW PERMEABILITY LINING AT KUNINGAN DAM
A 2,500 m2 area of MacLine GCL W10 has been installed on an existing slope at the side of the access road. The construction was then continued with anLihatstar
LOW PERMEABILITY LINING AT KUNINGAN DAM
A 2,500 m2 area of MacLine GCL W10 has been installed on an existing slope at the side of the access road. The construction was then continued with anLihatstar
LOW PERMEABILITY LINING AT KUNINGAN DAM
A 2,500 m2 area of MacLine GCL W10 has been installed on an existing slope at the side of the access road. The construction was then continued with anLihatstar
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 iLihatstar
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 iLihatstar
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 iLihatstar
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. 4,000Lihatstar
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. 4,000Lihatstar
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. 4,000Lihatstar
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipLihatstar
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipLihatstar
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipLihatstar
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 wallLihatstar
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 wallLihatstar
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 wallLihatstar
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaLihatstar
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaLihatstar
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaLihatstar
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-beiLihatstar
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-beiLihatstar
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-beiLihatstar
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 duLihatstar
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 duLihatstar
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 duLihatstar
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesLihatstar
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesLihatstar
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 moLihatstar
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 moLihatstar
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 moLihatstar
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesLihatstar
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesLihatstar
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesLihatstar
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 neLihatstar
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 neLihatstar
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 neLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 walLihatstar
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 walLihatstar
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 walLihatstar
MSE WALL – BATU HIJAU NEWMONT
In early 1997 PT Maccaferri Indonesia proposed Terramesh system to built a 30 m height of vertical MSE wall. Macstar software (Maccaferri inhouse softLihatstar
MSE WALL – BATU HIJAU NEWMONT
In early 1997 PT Maccaferri Indonesia proposed Terramesh system to built a 30 m height of vertical MSE wall. Macstar software (Maccaferri inhouse softLihatstar
MSE WALL – BATU HIJAU NEWMONT
In early 1997 PT Maccaferri Indonesia proposed Terramesh system to built a 30 m height of vertical MSE wall. Macstar software (Maccaferri inhouse softLihatstar
MSE WALL FOR ROAD REHABILITATION AT BUKIT KEMUNING
Maccaferri Indonesia proposes to use its innovative Paramesh system – an MSE (Mechanically Stabilized Earth) wall – as a solution to the landslideLihatstar
MSE WALL FOR ROAD REHABILITATION AT BUKIT KEMUNING
Maccaferri Indonesia proposes to use its innovative Paramesh system – an MSE (Mechanically Stabilized Earth) wall – as a solution to the landslideLihatstar
MSE WALL FOR ROAD REHABILITATION AT BUKIT KEMUNING
Maccaferri Indonesia proposes to use its innovative Paramesh system – an MSE (Mechanically Stabilized Earth) wall – as a solution to the landslideLihatstar
MSE WALL FOR SLOPE PROTECTION AT KARIANGAU OFFSHORE
PT. Maccaferri Indonesia proposed the hybrid MSE Wall structure called Terramesh System as an alternative to mass gravity retaining structure with gaLihatstar
MSE WALL FOR SLOPE PROTECTION AT KARIANGAU OFFSHORE
PT. Maccaferri Indonesia proposed the hybrid MSE Wall structure called Terramesh System as an alternative to mass gravity retaining structure with gaLihatstar
MSE WALL FOR SLOPE PROTECTION AT KARIANGAU OFFSHORE
PT. Maccaferri Indonesia proposed the hybrid MSE Wall structure called Terramesh System as an alternative to mass gravity retaining structure with gaLihatstar
MSE WALL SUPPORTS THE ROAD CONNECTION OF NORTH BALI AND SOUTH BALI
As a solution to stabilize the embankment slope, a Paramesh System was proposed. Paramesh system consists of Para Products (Geogrid) as a primary reinLihatstar
MSE WALL SUPPORTS THE ROAD CONNECTION OF NORTH BALI AND SOUTH BALI
As a solution to stabilize the embankment slope, a Paramesh System was proposed. Paramesh system consists of Para Products (Geogrid) as a primary reinLihatstar
MSE WALL SUPPORTS THE ROAD CONNECTION OF NORTH BALI AND SOUTH BALI
As a solution to stabilize the embankment slope, a Paramesh System was proposed. Paramesh system consists of Para Products (Geogrid) as a primary reinLihatstar
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 retLihatstar
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 retLihatstar
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 retLihatstar
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 thLihatstar
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 thLihatstar
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 thLihatstar
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 thLihatstar
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 thLihatstar
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 thLihatstar
NANJUNG TUNNEL EROSION CONTROL
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
NANJUNG TUNNEL EROSION CONTROL
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
NANJUNG TUNNEL EROSION CONTROL
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
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 infrastructureLihatstar
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 infrastructureLihatstar
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 infrastructureLihatstar
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) Lihatstar
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) Lihatstar
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) Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 HitLihatstar
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 HitLihatstar
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 HitLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 helpsLihatstar
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 helpsLihatstar
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 helpsLihatstar
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 reinfoLihatstar
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 reinfoLihatstar
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 reinfoLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
PARAMESH SYSTEM OF SOEKARNO HATTA RAILWAY PROJECT
Following the described and identified problems, Paramesh – MSE Wall System was chosen compared to conventional method. Paramesh System by MaccaferrLihatstar
PARAMESH SYSTEM OF SOEKARNO HATTA RAILWAY PROJECT
Following the described and identified problems, Paramesh – MSE Wall System was chosen compared to conventional method. Paramesh System by MaccaferrLihatstar
PARAMESH SYSTEM OF SOEKARNO HATTA RAILWAY PROJECT
Following the described and identified problems, Paramesh – MSE Wall System was chosen compared to conventional method. Paramesh System by MaccaferrLihatstar
PARAMESH WALL (MSE WALL) AT NICKEL LATERITE SMELTER PROJECT
As the Client needed a solution that not as expensive as the traditional concrete retaining structure, Paramesh System as a retaining wall with heightLihatstar
PARAMESH WALL (MSE WALL) AT NICKEL LATERITE SMELTER PROJECT
As the Client needed a solution that not as expensive as the traditional concrete retaining structure, Paramesh System as a retaining wall with heightLihatstar
PARAMESH WALL (MSE WALL) AT NICKEL LATERITE SMELTER PROJECT
As the Client needed a solution that not as expensive as the traditional concrete retaining structure, Paramesh System as a retaining wall with heightLihatstar
PARAMESH WALL AT DAARUT TAUHIID MOSQUE, BATAM – KEPULAUAN RIAU
Maccaferri Indonesia recommends the innovation of retaining wall structure using Paramesh Wall because of its ability on permeability, flexibility, duLihatstar
PARAMESH WALL AT DAARUT TAUHIID MOSQUE, BATAM – KEPULAUAN RIAU
Maccaferri Indonesia recommends the innovation of retaining wall structure using Paramesh Wall because of its ability on permeability, flexibility, duLihatstar
PARAMESH WALL AT DAARUT TAUHIID MOSQUE, BATAM – KEPULAUAN RIAU
Maccaferri Indonesia recommends the innovation of retaining wall structure using Paramesh Wall because of its ability on permeability, flexibility, duLihatstar
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 TerrameshLihatstar
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 TerrameshLihatstar
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 TerrameshLihatstar
PARAMESH WALL OF TANA TORAJA AIRPORT
Different types of retaining structures have been considered during the design stages: traditional concrete walls, bored piles and hybrid MSE walls (PLihatstar
PARAMESH WALL OF TANA TORAJA AIRPORT
Different types of retaining structures have been considered during the design stages: traditional concrete walls, bored piles and hybrid MSE walls (PLihatstar
PARAMESH WALL OF TANA TORAJA AIRPORT
Different types of retaining structures have been considered during the design stages: traditional concrete walls, bored piles and hybrid MSE walls (PLihatstar
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. Lihatstar
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. Lihatstar
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. Lihatstar
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 wiLihatstar
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 wiLihatstar
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 wiLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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. MALihatstar
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. MALihatstar
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. MALihatstar
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 ofLihatstar
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 ofLihatstar
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 ofLihatstar
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach rLihatstar
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach rLihatstar
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach rLihatstar
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,Lihatstar
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,Lihatstar
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,Lihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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.Lihatstar
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.Lihatstar
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.Lihatstar
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 netLihatstar
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 netLihatstar
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 netLihatstar
RANCAMAYA RETAINING WALL
As landslide rehabilitation, Maccaferri provided a solution using a 7 m high Gabion made retaining wall. In addition, as scour protection of the GabioLihatstar
RANCAMAYA RETAINING WALL
As landslide rehabilitation, Maccaferri provided a solution using a 7 m high Gabion made retaining wall. In addition, as scour protection of the GabioLihatstar
RANCAMAYA RETAINING WALL
As landslide rehabilitation, Maccaferri provided a solution using a 7 m high Gabion made retaining wall. In addition, as scour protection of the GabioLihatstar
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiLihatstar
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiLihatstar
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiLihatstar
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 stabilizLihatstar
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 stabilizLihatstar
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 stabilizLihatstar
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 retaininLihatstar
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 retaininLihatstar
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 retaininLihatstar
REINFORCED SOIL STRUCTURE NAGREG RING ROAD
Maccaferri Terramesh System and Macgrid as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to haveLihatstar
REINFORCED SOIL STRUCTURE NAGREG RING ROAD
Maccaferri Terramesh System and Macgrid as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to haveLihatstar
REINFORCED SOIL STRUCTURE NAGREG RING ROAD
Maccaferri Terramesh System and Macgrid as a flexible structure can provide solution for the problems. Reinforced embankment structure is able to haveLihatstar
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 reinforceLihatstar
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 reinforceLihatstar
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 reinforceLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 aLihatstar
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 aLihatstar
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 aLihatstar
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 ofLihatstar
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 ofLihatstar
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 ofLihatstar
RETAINING WALL AT BATAM CHURCH REVITALIZATION
Terramesh System decided to build in the area affected by the landslide. The foundation uses Terramesh System with 2m depth, and the structure on the Lihatstar
RETAINING WALL AT BATAM CHURCH REVITALIZATION
Terramesh System decided to build in the area affected by the landslide. The foundation uses Terramesh System with 2m depth, and the structure on the Lihatstar
RETAINING WALL AT BATAM CHURCH REVITALIZATION
Terramesh System decided to build in the area affected by the landslide. The foundation uses Terramesh System with 2m depth, and the structure on the Lihatstar
RETAINING WALL AT KUNINGAN DAM
A combination of Terramesh System and geogrid combined with an additional structure of wrapped-around geogrid were built with 10.0m – 13.0m height. MaLihatstar
RETAINING WALL AT KUNINGAN DAM
A combination of Terramesh System and geogrid combined with an additional structure of wrapped-around geogrid were built with 10.0m – 13.0m height. MaLihatstar
RETAINING WALL AT KUNINGAN DAM
A combination of Terramesh System and geogrid combined with an additional structure of wrapped-around geogrid were built with 10.0m – 13.0m height. MaLihatstar
RETAINING WALL BONTANG CITY OFFICE
Maccaferri Terramesh System as a flexible structure can provide solution for the problem of unstable soil condition. It is a reinforced embankment strLihatstar
RETAINING WALL BONTANG CITY OFFICE
Maccaferri Terramesh System as a flexible structure can provide solution for the problem of unstable soil condition. It is a reinforced embankment strLihatstar
RETAINING WALL BONTANG CITY OFFICE
Maccaferri Terramesh System as a flexible structure can provide solution for the problem of unstable soil condition. It is a reinforced embankment strLihatstar
RETAINING WALL FOR LANDSLIDE MITIGATION, JAMBI
The Public Works Department decided to build a reinforced soil wall as retaining structure using Maccaferri Terramesh System modular and flexible elemLihatstar
RETAINING WALL FOR LANDSLIDE MITIGATION, JAMBI
The Public Works Department decided to build a reinforced soil wall as retaining structure using Maccaferri Terramesh System modular and flexible elemLihatstar
RETAINING WALL FOR LANDSLIDE MITIGATION, JAMBI
The Public Works Department decided to build a reinforced soil wall as retaining structure using Maccaferri Terramesh System modular and flexible elemLihatstar
RETAINING WALL REHABILITATION AT CEMETERY BOGOR
Maccaferri proposed to use MSE Wall built behind the existing masonry wall. The MSE Wall consisted of Terrramesh and MacGrid WG20. In order to installLihatstar
RETAINING WALL REHABILITATION AT CEMETERY BOGOR
Maccaferri proposed to use MSE Wall built behind the existing masonry wall. The MSE Wall consisted of Terrramesh and MacGrid WG20. In order to installLihatstar
RETAINING WALL REHABILITATION AT CEMETERY BOGOR
Maccaferri proposed to use MSE Wall built behind the existing masonry wall. The MSE Wall consisted of Terrramesh and MacGrid WG20. In order to installLihatstar
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was originally proposed within the design. However, the PVC coating on weldedLihatstar
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was originally proposed within the design. However, the PVC coating on weldedLihatstar
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was originally proposed within the design. However, the PVC coating on weldedLihatstar
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 varyLihatstar
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 varyLihatstar
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 varyLihatstar
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 GreeLihatstar
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 GreeLihatstar
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 GreeLihatstar
RIVER BANK PROTECTION AT CITRAGRAN CIBUBUR
Maccaferri as a slope protection specialist provided cost-effective, environmentally friendly, and tailored solutions for the client’s problems. UsiLihatstar
RIVER BANK PROTECTION AT CITRAGRAN CIBUBUR
Maccaferri as a slope protection specialist provided cost-effective, environmentally friendly, and tailored solutions for the client’s problems. UsiLihatstar
RIVER BANK PROTECTION AT CITRAGRAN CIBUBUR
Maccaferri as a slope protection specialist provided cost-effective, environmentally friendly, and tailored solutions for the client’s problems. UsiLihatstar
RIVER BANK PROTECTION GRESIK
Maccaferri proposed a reliable solution using a revetment made from Reno Mattresses in order to provide protection against the erosion affecting the bLihatstar
RIVER BANK PROTECTION GRESIK
Maccaferri proposed a reliable solution using a revetment made from Reno Mattresses in order to provide protection against the erosion affecting the bLihatstar
RIVER BANK PROTECTION GRESIK
Maccaferri proposed a reliable solution using a revetment made from Reno Mattresses in order to provide protection against the erosion affecting the bLihatstar
RIVER REVETMENT IN WAY LIRANG
The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion ofLihatstar
RIVER REVETMENT IN WAY LIRANG
The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion ofLihatstar
RIVER REVETMENT IN WAY LIRANG
The Public Works Department decided therefore to build the dike and to cover it with a durable and flexible revetment system to prevent the erosion ofLihatstar
RIVER REVETMENT WAY RUHU
The check dam is 3,5 m high and 35 m wide provided with a 15 m long stilling basin. The weir and the stilling basin are entirely built using flexible Lihatstar
RIVER REVETMENT WAY RUHU
The check dam is 3,5 m high and 35 m wide provided with a 15 m long stilling basin. The weir and the stilling basin are entirely built using flexible Lihatstar
RIVER REVETMENT WAY RUHU
The check dam is 3,5 m high and 35 m wide provided with a 15 m long stilling basin. The weir and the stilling basin are entirely built using flexible Lihatstar
RIVER TRAINING WORK SENTUL NIRWANA
Combination of Maccaferri Gabion and Reno Mattress become a right choice to solve the problem on site. Gabion as counterweight structure able to maintLihatstar
RIVER TRAINING WORK SENTUL NIRWANA
Combination of Maccaferri Gabion and Reno Mattress become a right choice to solve the problem on site. Gabion as counterweight structure able to maintLihatstar
RIVER TRAINING WORK SENTUL NIRWANA
Combination of Maccaferri Gabion and Reno Mattress become a right choice to solve the problem on site. Gabion as counterweight structure able to maintLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
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 compactedLihatstar
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 compactedLihatstar
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 compactedLihatstar
ROCKFALL BARRIER AT MARTABE GOLD MINE, SOUTH TAPANULI
The Rockfall Mitigation Barrier by Maccaferri is certified on “EOTA-EAD 340059-00-0106 – Falling Rock Protection Kits” according to the dynamic imLihatstar
ROCKFALL BARRIER AT MARTABE GOLD MINE, SOUTH TAPANULI
The Rockfall Mitigation Barrier by Maccaferri is certified on “EOTA-EAD 340059-00-0106 – Falling Rock Protection Kits” according to the dynamic imLihatstar
ROCKFALL BARRIER AT MARTABE GOLD MINE, SOUTH TAPANULI
The Rockfall Mitigation Barrier by Maccaferri is certified on “EOTA-EAD 340059-00-0106 – Falling Rock Protection Kits” according to the dynamic imLihatstar
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 anchoringLihatstar
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 anchoringLihatstar
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 anchoringLihatstar
ROCKFALL MITIGATION (NETTING) AT PRESERVASI JALAN AEGELA – BATAS K
Rockfall Netting – Secured Drapery System was applied by using a combination of Steelgrid HR30 as Netting Material and Rock Nailing with Length of 8Lihatstar
ROCKFALL MITIGATION (NETTING) AT PRESERVASI JALAN AEGELA – BATAS K
Rockfall Netting – Secured Drapery System was applied by using a combination of Steelgrid HR30 as Netting Material and Rock Nailing with Length of 8Lihatstar
ROCKFALL MITIGATION (NETTING) AT PRESERVASI JALAN AEGELA – BATAS K
Rockfall Netting – Secured Drapery System was applied by using a combination of Steelgrid HR30 as Netting Material and Rock Nailing with Length of 8Lihatstar
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. RLihatstar
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. RLihatstar
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. RLihatstar
ROCKFALL PROTECTION ALONG MAROS ELEVATED ROAD
Our engineers, together with the local Public Works technical department based in Makassar, designed the rockfall drapery system. The client wanted a Lihatstar
ROCKFALL PROTECTION ALONG MAROS ELEVATED ROAD
Our engineers, together with the local Public Works technical department based in Makassar, designed the rockfall drapery system. The client wanted a Lihatstar
ROCKFALL PROTECTION ALONG MAROS ELEVATED ROAD
Our engineers, together with the local Public Works technical department based in Makassar, designed the rockfall drapery system. The client wanted a Lihatstar
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 500mLihatstar
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 500mLihatstar
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 500mLihatstar
ROCKFALL PROTECTION FOR NARINGGUL ACCESS ROAD WITH SIMPLE DRAPERY
The client required two types of steel mesh with a certain specification. The first one was a high strength wire mesh, Zn-Al coated with 150 kN/m tensLihatstar
ROCKFALL PROTECTION FOR NARINGGUL ACCESS ROAD WITH SIMPLE DRAPERY
The client required two types of steel mesh with a certain specification. The first one was a high strength wire mesh, Zn-Al coated with 150 kN/m tensLihatstar
ROCKFALL PROTECTION FOR NARINGGUL ACCESS ROAD WITH SIMPLE DRAPERY
The client required two types of steel mesh with a certain specification. The first one was a high strength wire mesh, Zn-Al coated with 150 kN/m tensLihatstar
ROCKFALL PROTECTION OF BTS. BANDUNG/CIANJUR-NARINGGUL-CIDAUN ROAD
To comply with the requirements of enduring the estimated falling rocks, Maccaferri Indonesia provided a rockfall barrier (RB 3000) to dissipate the eLihatstar
ROCKFALL PROTECTION OF BTS. BANDUNG/CIANJUR-NARINGGUL-CIDAUN ROAD
To comply with the requirements of enduring the estimated falling rocks, Maccaferri Indonesia provided a rockfall barrier (RB 3000) to dissipate the eLihatstar
ROCKFALL PROTECTION OF BTS. BANDUNG/CIANJUR-NARINGGUL-CIDAUN ROAD
To comply with the requirements of enduring the estimated falling rocks, Maccaferri Indonesia provided a rockfall barrier (RB 3000) to dissipate the eLihatstar
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 thLihatstar
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 thLihatstar
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 thLihatstar
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 TerrameshLihatstar
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 TerrameshLihatstar
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 TerrameshLihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
SAMPOERNA ACADEMY GREEN TERRAMESH
MSE Wall structure by Maccaferri consists of Green Terramesh and Macgrid WG 15 (Geogrid) as the main reinforcement. Green Terramesh, that is fabricateLihatstar
SAMPOERNA ACADEMY GREEN TERRAMESH
MSE Wall structure by Maccaferri consists of Green Terramesh and Macgrid WG 15 (Geogrid) as the main reinforcement. Green Terramesh, that is fabricateLihatstar
SAMPOERNA ACADEMY GREEN TERRAMESH
MSE Wall structure by Maccaferri consists of Green Terramesh and Macgrid WG 15 (Geogrid) as the main reinforcement. Green Terramesh, that is fabricateLihatstar
SEATION TRAMWAY
The site is situated above an area of soft soil that required substantial ground improvement.The new platform area adjacent to Lihatstar
SEATION TRAMWAY
The site is situated above an area of soft soil that required substantial ground improvement.The new platform area adjacent to Lihatstar
SEATION TRAMWAY
The site is situated above an area of soft soil that required substantial ground improvement.The new platform area adjacent to Lihatstar
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 Lihatstar
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 Lihatstar
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 Lihatstar
SEMARANG-DEMAK TIDAL FLOOD CONTROL PROJECT
As contractor, Nindya Karya – Mataram KSO has been instructed to install an embankment near Ahmad Yani Airport to control seawater from flowing througLihatstar
SEMARANG-DEMAK TIDAL FLOOD CONTROL PROJECT
As contractor, Nindya Karya – Mataram KSO has been instructed to install an embankment near Ahmad Yani Airport to control seawater from flowing througLihatstar
SEMARANG-DEMAK TIDAL FLOOD CONTROL PROJECT
As contractor, Nindya Karya – Mataram KSO has been instructed to install an embankment near Ahmad Yani Airport to control seawater from flowing througLihatstar
SENTANI NATIONAL ROAD ROCKFALL PROTECTION
The solution chosen by the Ministry of Public Works was to substitute the expensive and rigid shotcrete protection with a more flexible and permeable Lihatstar
SENTANI NATIONAL ROAD ROCKFALL PROTECTION
The solution chosen by the Ministry of Public Works was to substitute the expensive and rigid shotcrete protection with a more flexible and permeable Lihatstar
SENTANI NATIONAL ROAD ROCKFALL PROTECTION
The solution chosen by the Ministry of Public Works was to substitute the expensive and rigid shotcrete protection with a more flexible and permeable Lihatstar
SINDANGHEULA DAM
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
SINDANGHEULA DAM
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
SINDANGHEULA DAM
An Erosion Control System made of a combination between HDPE geomat and double-twisted wire mesh panel with longitudinal high tensile strength steel cLihatstar
SLOPE PROTECTION JATIGEDE DAM PROJECT
The problem was solved with the implementation of a combo between Maccaferri Terramesh® System and bore piles. The bore pile structure purpose is toLihatstar
SLOPE PROTECTION JATIGEDE DAM PROJECT
The problem was solved with the implementation of a combo between Maccaferri Terramesh® System and bore piles. The bore pile structure purpose is toLihatstar
SLOPE PROTECTION JATIGEDE DAM PROJECT
The problem was solved with the implementation of a combo between Maccaferri Terramesh® System and bore piles. The bore pile structure purpose is toLihatstar
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. VLihatstar
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. VLihatstar
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. VLihatstar
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 veryLihatstar
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 veryLihatstar
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 veryLihatstar
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 safeLihatstar
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 safeLihatstar
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 safeLihatstar
SLOPE STABILIZATION AT MUARA LABOH GEOTHERMAL POWER PROJECT
To mitigate the slope surfaces and prevent the further possibility of landslides, several solutions are combined due to the height conditions of the sLihatstar
SLOPE STABILIZATION AT MUARA LABOH GEOTHERMAL POWER PROJECT
To mitigate the slope surfaces and prevent the further possibility of landslides, several solutions are combined due to the height conditions of the sLihatstar
SLOPE STABILIZATION AT MUARA LABOH GEOTHERMAL POWER PROJECT
To mitigate the slope surfaces and prevent the further possibility of landslides, several solutions are combined due to the height conditions of the sLihatstar
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 geoLihatstar
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 geoLihatstar
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 geoLihatstar
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designLihatstar
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designLihatstar
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designLihatstar
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, fLihatstar
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, fLihatstar
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, fLihatstar
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplLihatstar
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplLihatstar
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplLihatstar