Kisah Sukses
AEROPORTO PLÁCIDO DE CASTRO
Debido a esto fue necesario la adopción de un geosintético tipo geomembrana para impermeabilización de los laterales de la pista y también de un geLihatstar
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
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 11 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (SnowLihatstar
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 (SnowLihatstar
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
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CoLihatstar
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
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
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 solutionLihatstar
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
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
BASES AVANCÉES DE LA MINUSMA
Pour ce faire, les Defencell Mac, (éléments multicellulaires fabriqués à partir de panneaux en treillis soudés et reliés à l’aide de spirales) ont Lihatstar
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 theLihatstar
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
BONIFICA DISCARICA PONTONE PONTONICCHIO LESINA FOGGIA
La ditta Favellato avvierà e porterà a compimento un ampio programma di Messa in Sicurezza (MISP) della vasta area di discarica (11 ettari ovvero Lihatstar
BONIFICA DISCARICA PONTONE PONTONICCHIO LESINA FOGGIA
La ditta Favellato avvierà e porterà a compimento un ampio programma di Messa in Sicurezza (MISP) della vasta area di discarica (11 ettari ovvero Lihatstar
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 instaLihatstar
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 installaLihatstar
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
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
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 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 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
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
CONSOLIDAMENTO DELLA RUPE DEL CENTRO STORICO DI CASTIGNANO (AP)
Al fine di salvaguardare i fabbricati del centro storico di Castignano e di mettere in sicurezza l’asse viario situato al di sotto della rupe, è stLihatstar
CRECHE HEROÍNAS DO LAR
El sistema de estabilización está compuesto por una malla metálica de alta resistencia, MacMat® MO 200, unida a la cabeza de las grapas a través deLihatstar
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
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
CUT-SLOPE STABILISATION USING SOIL NAILING AT VILLUKURI
As per geotechnical investigations carried out between KM 43/000 to KM 70/250, rocky strata is overlain by lateritic soil, clayey soil, river and cLihatstar
DEFENCE WORKS – ‘LIVINALLONGO DEL COL DI LANA/STRADA PALLA-AGAI’
In this intervention, rockfall barriers type RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructure aLihatstar
DEFENCE WORKS – ‘LIVINALLONGO DEL COL DI LANA/STRADA PALLA-AGAI’
In this intervention, rockfall barriers type RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructure aLihatstar
DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
Sur la rive droite, à Lunel, la digue définitive est conçue pour être déversante sur un linéaire de 150 m. En amont et en aval, la digue est raccorLihatstar
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
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 slLihatstar
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 bLihatstar
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
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
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 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 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 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 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 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 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 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 geomatLihatstar
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 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 erosLihatstar
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 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
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 locationsLihatstar
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
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
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 “beaveLihatstar
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
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 “beaLihatstar
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
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
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
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
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
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
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 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 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
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
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
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
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-being Lihatstar
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-beinLihatstar
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
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 rocksLihatstar
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
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 shiftiLihatstar
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 – 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 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 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
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
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
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 achieveLihatstar
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
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 infrastructLihatstar
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
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
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
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 heLihatstar
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 anLihatstar
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 GlobalLihatstar
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, 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
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 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 (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 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 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
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
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 hasLihatstar
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 a 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
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
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d’une douzaine de mètre de hauteur. En piLihatstar
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
PROTEZIONE CADUTA MASSI – S.P. 477 DI CASTELLUCCIO DI NORCIA (PG)
Considerato lo stato dei luoghi, l’ampiezza dell’area oggetto di possibili distacchi e l’urgenza di messa in sicurezza della viabilità, è stato reaLihatstar
PROYECTO TAMBOMAYO
Se presentó la propuesta de Aditivo Acelerante Libre de Álcalis MacFree AF, un aditivo de última generación que no es nocivo para la salud del trabLihatstar
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
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
RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
La société Maccaferri a été choisie pour fournir les écrans pare-blocs : ce sont cinq lignes d’écrans EPFM 5000 qui ont été installées. La maitriseLihatstar
RD980 RECTIFICATION DE VIRAGES
Initialement, le projet prévoyait de conforter les talus par réalisation de parois clouées. France Maccaferri, sollicité par l’entreprise TETRA, a Lihatstar
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 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
REMEDIATION AND ENVIRONMENTAL RESTORATION OF THE MUNICIPAL DUMP
L’impiego del sistema terramesh “Liner” costituito dal sistema Terramesh Verde o Liner con inserito all’interno un cassero sul quale è stato posto Lihatstar
RESTAURACIÓN – AUTÓDROMO INTERNACIONAL DE GOIÂNI
Pensando en ello, AGETOP, la agencia estatal responsable de la administración del autódromo, decidió utilizar geomallas para el refuerzo del asfaltLihatstar
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 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 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 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 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 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
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 GreenLihatstar
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
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 Green LiLihatstar
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 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 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 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 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
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
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 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 anchorLihatstar
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 (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 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 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 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 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
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 proposedLihatstar
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
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
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
SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
France Maccaferri a été sollicitée par l’entreprise Garelli pour dimensionner, concevoir, fabriquer et fournir un écran débris flow (DF) capable deLihatstar
SÉCURISATION DU BARRAGE DU PLANAS
Le choix d’une rehausse de la digue actuelle par l’aval est motivé d’une part par la réalisation des travaux à l’abri de la digue existante en cas 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
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
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
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
SISTEMAZIONE IDRAULICA SUL FIUME METAURO
La realizzazione di un’opera di sostegno in gabbioni si è rivelata, grazie alla flessibilità che la caratterizza, la soluzione più adeguata per ricLihatstar
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 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 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
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
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions desLihatstar
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
TANA TORAJA AIRPORT PARAMESH
Maccaferri hybrid MSE structures (DT + Paralink) have been selected as the best solution. In October 2015, the construction of the first Paramesh re-tLihatstar
TANA TORAJA AIRPORT PARAMESH
Maccaferri hybrid MSE structures (DT + Paralink) have been selected as the best solution. In October 2015, the construction of the first Paramesh re-tLihatstar
TANA TORAJA AIRPORT PARAMESH
Maccaferri hybrid MSE structures (DT + Paralink) have been selected as the best solution. In October 2015, the construction of the first Paramesh re-tLihatstar
TANA TORAJA AIRPORT PARAMESH
Maccaferri hybrid MSE structures (DT + Paralink) have been selected as the best solution. In October 2015, the construction of the first Paramesh re-tLihatstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tLihatstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tLihatstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tLihatstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed&nbsLihatstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tLihatstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tLihatstar
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaLihatstar
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with PLihatstar
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaLihatstar
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaLihatstar
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaLihatstar
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParaLihatstar
WAY ARA RIVER BANK PROTECTION
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
WAY ARA RIVER BANK PROTECTION
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
WAY ARA RIVER BANK PROTECTION
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
WAY ARA RIVER BANK PROTECTION
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
WAY LOLA BESAR RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA BESAR RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA BESAR RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA BESAR RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA KECIL RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA KECIL RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA KECIL RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
WAY LOLA KECIL RIVER BANK PROTECTION
The Public Works Department decided therefore to build the dike and to cover it in with a durable and flexible revetment system to prevent the erosionLihatstar
ΤΕΛΙΚΗ ΚΑΛΥΨΗ ΧΑΔΑ
Ο γεωσυνθετικός φραγμός από μπετονίτη MACLINE GCL W21 τοποθετήθηκε στη τελική κάλυψη των ΧΑΔΑ για να σφραγίσει αποτελεσματικά την είσοδο ύδατος πουLihatstar
ΤΕΛΙΚΗ ΚΑΛΥΨΗ ΧΑΔΑ
Ο γεωσυνθετικός φραγμός από μπετονίτη MACLINE GCL W21 τοποθετήθηκε στη τελική κάλυψη των ΧΑΔΑ για να σφραγίσει αποτελεσματικά την είσοδο ύδατος πουLihatstar
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