เรื่องราวความสำเร็จของเรา
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 massViewstar
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 massViewstar
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,Viewstar
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,Viewstar
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 projecViewstar
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 projecViewstar
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 Viewstar
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 Viewstar
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and proposed the MacWall Landmark segmental reinforced soil wall system. MViewstar
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and proposed the MacWall Landmark segmental reinforced soil wall system. MViewstar
ALWATHUGODA RETAINING WALL
The Contractor asked the assistance of Maccaferri for a cheap and suitable slope protection system. A gravity retaining wall structure using MaccaferrViewstar
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Viewstar
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Viewstar
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or a submerged barrier parallel to the shore. Maccaferri Indonesia proposed tViewstar
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or a submerged barrier parallel to the shore. Maccaferri Indonesia proposed tViewstar
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 cosViewstar
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 cosViewstar
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 ErViewstar
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 ErViewstar
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 boxViewstar
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 boxViewstar
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaViewstar
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaViewstar
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TViewstar
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® gabionsViewstar
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® gabionsViewstar
BARREIRA DINÂMICA NA CORDILHEIRA “SINTER”
Se propuso la colocación de una barrera dinámica Rockfall barrier ROC 200/5 de 50 m de longitud como protección adicional debido a que no se contabViewstar
BARRERA DINÁMICA RB 1500 CANTERA BITORIKA
In order to provide a solution to the diagnosis described, a dynamic barrier RB 1500, H=4 metres, with a length L=60 metres and ground anchors has beeViewstar
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 Viewstar
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 Viewstar
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 Viewstar
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 Viewstar
BE-CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installViewstar
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 tViewstar
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 tViewstar
BEACH PROTECTION IN MAURITIUS
The solution encompassed the combined usage of a GeoMac™ sea wall and a Macreef™ submerged breakwater. The submerged breakwater consisted of 2 seViewstar
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bViewstar
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bViewstar
BELFAST HARBOUR
The works included dregging of the new berth and approaches. This involved the disposal of 500,000m3 of material to sea with trViewstar
BELFAST HARBOUR
The works included dregging of the new berth and approaches. This involved the disposal of 500,000m3 of material to sea with trViewstar
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 A7Viewstar
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 A7Viewstar
BLACK MOUNTAIN GOLF COURSE
After considering all the options, finally the client had accepted Maccaferri Gabion Retaining Wall as the best solution. Not only the gravity wall coViewstar
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aViewstar
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aViewstar
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 Viewstar
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 Viewstar
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 l’eqViewstar
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings extensively along the 35-mile route which connects Edinburgh to Viewstar
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings extensively along the 35-mile route which connects Edinburgh to Viewstar
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 meshViewstar
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 meshViewstar
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 meshViewstar
BRIDGE AND RIVERBANK PROTECTION AT KOK RIVER
The Department of Rural Road (DRR) with the assistance from Maccaferri technical team came up with erosion protection system using Maccaferri gabion aViewstar
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 lenViewstar
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 lenViewstar
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 concreteViewstar
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 concreteViewstar
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 claddinViewstar
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 claddinViewstar
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 consisViewstar
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 consisViewstar
CAP MALHEUREUX CEMETERY SEA WALL
A Gabion revetment was constructed using 2x1x0,5 PVC coated gabions. The first 4 rows of the wall (2m high) were laid in HEADER fashion to absorb theViewstar
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 combiViewstar
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 combiViewstar
CENTER FOR TECHNICAL LANDFILL OF TCHISSANGA, CONGO
The company Ortec Industrial Services, specialized in industrial waste treatment, enlisted the services of France Maccaferri for the rehabilitation woViewstar
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installViewstar
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installViewstar
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 assembleViewstar
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 assembleViewstar
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-lViewstar
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-lViewstar
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 gabiViewstar
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 Viewstar
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 Viewstar
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 Viewstar
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 Viewstar
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically stabilised earth walls into the pile foundations beneath. The maximum heightViewstar
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically stabilised earth walls into the pile foundations beneath. The maximum heightViewstar
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). Viewstar
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). Viewstar
CONSTRUCTION MÔLE DU PORT DE PÊCHE
Afin de protéger le pied du quai contre l’affouillement généré par les hélices des bateaux, Sogea Satom CI, EMCC CI et Maccaferri ont proposé Viewstar
CONSTRUCTION OF EIGHT LANE VADODARA-MUMBAI EXPRESSWAY IN THE STATE
Out of the various alternatives, Reinforced Soil (RS) Wall system (MacRes) with precast concrete panels as fascia and Paraweb as reinforcement was selViewstar
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 Viewstar
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 Viewstar
CORTEZ HILLS MINE
Maccaferri’s Terrawall® system and MacGrid® WG geogrids were chosen due to their high strength and ease of construction. Maccaferri’s extensive Viewstar
CR110 SOFTEYE BETWEEN TAMPINES NORTH STATION AND DEFU STATION
After a comparison in terms of cost and demolition timing, the Contractor opted for the construction of a “Soft-Eye” for the launching of the TBM.Viewstar
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in July 2021 to propose a suitable high strength geogrid for use as a basViewstar
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in July 2021 to propose a suitable high strength geogrid for use as a basViewstar
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 alonViewstar
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 alonViewstar
DEBRIS FLOW BARRIER AT DISCOVERY BAY NORTH DEVELOPMENT: TOWN PLAZA
To meet the project requirements, Maccaferri dynamic barriers has been proposed for the authorities' approval. All major components of the dynamicViewstar
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 effeViewstar
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 effeViewstar
DEBRIS FLOW PROTECTION SOLUTION AT HIGHWAY ROUTE 225
Various options were considered, but due to time constraints from the fast approaching monsoon, the option to use open slope debris flow barriers was Viewstar
DEFENDER LANE MASS MOVEMENT REMEDIATION
The green terramesh (GTM) embankment was the chosen solution because of the long term durability of the structure, ability to withstand multiple impacViewstar
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 raccordéeViewstar
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeViewstar
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeViewstar
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 tViewstar
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 tViewstar
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 Viewstar
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 Viewstar
DRENAJE DE AZOTEAS
El elemento a colocar debe ser impermeable y que garantice el rápido desalojo del agua a una zona planeada; La especificación del MacDrain FP es el Viewstar
EARTHQUAKE PERFORMANCE OF GABION WALL FOR BORAL GAS
In addition to the technical requirements for the site Maccaferri NZ Ltd was also requested to offer product that would provide the maximum level of dViewstar
EAST GATE SLIP
A 2000 kJ Maccaferri RMC200A certified fence was installed at some distance from the road level to intercept any rock fall and moderate the level of sViewstar
EAST GATE SLIP ROCKFALL PROTECTION SOLUTION
The final decision was to install Maccaferri 2,000kJ certified fence – some distance from the road level to intercept any rock fall and moderate levViewstar
EAST UMEA – GABION VERTICAL COVERING A SHEET PILE WALL
The solution consisted in special gabions manufactured with a longitudinal diaphragm with a preattached geotextile. The wall height varies from 1.5 upViewstar
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 Viewstar
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 Viewstar
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 PeViewstar
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 PeViewstar
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 cViewstar
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) aViewstar
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) aViewstar
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 erosionViewstar
EROSION PROTECTION FOR POWER HOUSE
5m height PVC Gabion wall was chosen as the best costs effective solution. It shows many advantages that are: • Permeability • Flexibility • DurViewstar
EROSION PROTECTION FOR TRASMISSION TOWER
A solution using combination of gabion retaining wall and filter fabric was proposed by Maccaferri technical team. The proposal includes: 1.0 Gabion gViewstar
EROSION PROTECTION WORKS ALONG BANKS OF BRAHMAPUTRA RIVER
Water Resource Department suggested the use of MacBag® for the bank protection, which is one of the most practical and viable solutions. Maccaferri&#Viewstar
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 cViewstar
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 comeViewstar
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 comeViewstar
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueViewstar
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueViewstar
FLEMINGTON RACECOURSE
A 1.6km long x 2.5m high bund wall was built along the course’s river boundary which will cope with a one-in-100 year flood event. A number of optioViewstar
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 toViewstar
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 toViewstar
FLYOVER AT TRAN THI LY INTERCHANGE
The system consists of a combination of geostrip soil reinforcement connected to large concrete facing panels. The ParaWeb® polymer geostrip linear rViewstar
FLYOVER FOR BRIDGE ACROSS CHAKKAI CANAL
Reinforced Soil wall with concrete panels as facia and Paraweb as reinforcement was selected as the best solution in comparison to RS wall with steel Viewstar
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 creViewstar
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 creViewstar
FV 5096 SKREDSIKRING STRONGASVA, EIDFJORD
Maccaferri provided a dynamic barrier with 3000 kJ of energy absorption capacity and 5m height. The line of installation was chosen directly above theViewstar
FV. 41 GYDALEN SKREDSIKRING
Maccaferri proposed a 1000 KJ barrier, the RB 1000 PLUS barrier with a better corrosion protection (95% zinc and 5% alluminium). The barrier line of iViewstar
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 theViewstar
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 theViewstar
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 determineViewstar
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 determineViewstar
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, cViewstar
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, cViewstar
GABIONS RETAINING WALL FOR LANDSLIDING PROTECTION
A 2 m height reinforced embankment structure with Zinc Gabions was chosen as able to reconstructed the landslide location. Gabions with its permeable Viewstar
GUDVANGEN – BAKKATUNNELEN
Fortunately, two years ago, some rows of rockfall barriers type EPFM 5000 with an energy capacity of 5000 kJ were installed to protect the road and roViewstar
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 challeViewstar
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 SysViewstar
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 SysViewstar
HASSELT N71 HERKENRODESINGEL
AWV Limburg chose to use the Maccaferri Road Mesh Type “Omega” to be installed under the new roadway. The Omega type is produced following the COPViewstar
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 MacdViewstar
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 MacdViewstar
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-Viewstar
HENNEAULAAN ZAVENTEM
Maccaferri´s Corporate Technical Department, in cooperation with the local partner TEXION, has proposed an optimised solution with has supported the Viewstar
HENNEAULAAN ZAVENTEM
Maccaferri´s Corporate Technical Department, in cooperation with the local partner TEXION, has proposed an optimised solution with has supported the Viewstar
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useViewstar
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useViewstar
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 beViewstar
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 beViewstar
JAIPUR-KISHANGARH EXPRESSWAY
Reinforced soil wall with concrete panels as facia and Paraweb® as reinforcement was selected as the best solution. Three types of panels were used aViewstar
KAIKOURA SH1ROCKFALL/ SHALLOW SLIPS PROTECTION: SITE SR32
ETAG energy certified fences with a minimum kinetic energy capacity of 2000 kJ were identificated to protect the road and rail below. There are 3 fencViewstar
KAMP-EROSION CONTROL
Maccaferri proposed a cost-effective alternative solution with RENO mattresses®. Based on the different sections the mattresses had different lengthsViewstar
KELANIYA FLY OVER PROJECT
As required fast construction Gabion retaining wall is proposed extension side of bypass road which was constructed as alternative road during the coViewstar
KHA-SAT RIVERBANK PROTECTION
Maccaferri proposal of using combination of gabion and reno mattress as erosion protection system was accepted by the client because rocks which are lViewstar
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 drawViewstar
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 drawViewstar
KIMPO APARTMENTS
Gabion wall proposal forwarded by Achung Industry was accepted by the Clients. During the course of construction, the layout, which originally was a sViewstar
KOGGALA BEACH HOTEL RETAINING WALL
Maccaferri Gabion gravity retaining wall was recognized as the best solution for the slope protection (Swimming pool, Restaurant and Rooms area). The Viewstar
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 SystViewstar
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 SystViewstar
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 beeViewstar
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 beeViewstar
LAKE LINING AT TRUMP GOLF COURSE IN AKOYA OXYGEN PROJECT
Upon review of the available topographical & geotechnical reports by our engineers, Maccaferri Middle East proposed and recommended a cost-effective aViewstar
LANDSLIDE PROTECTION BARRIER AT MUELLER STREET
The landslide protection works comprise of land clearing works to remove the landslide debris, platform construction for landslide embankment, construViewstar
LANDSLIPS WITH MINERAL TERRAMESH AT EUREKA BEND
Geofabrics New Zealand (GNZ) partner of Maccaferri worked with consulting engineer GHD to design the Mineral Terramesh® system. The Mineral TerrameshViewstar
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 economyViewstar
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 economyViewstar
LÄRCHBERG, LOFER
The WLV prepared a hazard assessment with rockfall simulations in advance. Afterwards, the project was planned in detail and the material supply was pViewstar
LAYAN GARDEN
Maccaferri Gabion gravity retaining wall was recognized as the best solution for the slope protection. This is due to Gabion's peculiar characterViewstar
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of ground level wet and dry holding lagoons. These were impermeably lineViewstar
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of ground level wet and dry holding lagoons. These were impermeably lineViewstar
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 Viewstar
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 Viewstar
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 challengeViewstar
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 challengeViewstar
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 iViewstar
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 iViewstar
LPMITP WORKS IN SHAM WAT ROAD, WEST LANTAU
Maccaferri 8,600kJ capacity dynamic barrier was proposed as it has undergone ETAG 027 assessment and proven to be a competent barrier. After rigorous Viewstar
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. 4,000Viewstar
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. 4,000Viewstar
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipViewstar
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipViewstar
LV STGEGIA
The client (road authority) decided to use the most economical and effective system, the Maccaferri snow nets. It was a great challenge to install theViewstar
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 wallViewstar
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 wallViewstar
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaViewstar
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaViewstar
MAE KHA CHANNEL PROTECTION
The galvanized Reno mattress lining designed by Maccaferri offered a more economical alternative to the Marine Department as compared to a traditionalViewstar
MAE KLONG RIVER BANK PROTECTION
The solution designed by the Harbour Department with technical assistance from Maccaferri Asia included : • Strengthening of the existing river bankViewstar
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-beiViewstar
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-beiViewstar
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 duViewstar
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 duViewstar
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesViewstar
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesViewstar
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 Viewstar
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 Viewstar
MEAKLONG RIVERBANK PROTECTION
The solution proposed by the MD involved Galmac coated Gabions and Reno Mattresses. Reno Mattresses allow tangential river flow velocities up to 6m/s Viewstar
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 moViewstar
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 moViewstar
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesViewstar
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesViewstar
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 neViewstar
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 neViewstar
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 Viewstar
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 Viewstar
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 walViewstar
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 walViewstar
MONTAGNE COUPEÉ
The initial solution consisted in a mixed design, including a mass gravity gabion wall at the toe, and a Terramesh™ soil reinforced structure in theViewstar
MOTORWAY SPLIT-PLOCE, RETAINING WALL STRUCTURE
For the construction of a retaining wall on the highway section Split-Ploče has been chosen the Terramesh system, because of flexible space modificatViewstar
MOUNT BARKER WASTEWATER TREATMENT PLANT
The large wind and wave loading resulting from the long length of baffles and the distance between them ruled out traditional baffle methods such as fViewstar
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 retViewstar
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 retViewstar
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 thViewstar
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 thViewstar
MUSEUM OF THE FUTURE
Maccaferri Middle East was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of products in our portfolio that caViewstar
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 thViewstar
N837 YVOIR
The choice of Green Terramesh was very well appreciated because of the environmental friendliness and the ease of construction. Moreover, geogrids (PaViewstar
NAN RIVERBANK PROTECTION
Zinc Gabions (3x2x0.5) & Zinc Mattress (6x2x0.3) have been used. The gabion of 0.5m thick with 2m width has been put in the river at the toe of existiViewstar
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 infrastructureViewstar
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 infrastructureViewstar
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) Viewstar
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) Viewstar
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 Viewstar
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 Viewstar
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 Viewstar
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 Viewstar
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 HitViewstar
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 HitViewstar
NONG SLIK WEIR RETIFICATION PROJECT
Comparing all available solutions, Maccaferri Gabions and Reno Mattresses solution has the following advantages: • Permeability • Flexibility • Viewstar
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 Viewstar
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 Viewstar
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 helpsViewstar
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 reinfoViewstar
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 reinfoViewstar
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 aViewstar
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 aViewstar
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 aViewstar
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 aViewstar
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 aViewstar
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
Maccaferris' Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary GlobaViewstar
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 aViewstar
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 aViewstar
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 TerrameshViewstar
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 TerrameshViewstar
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. Viewstar
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 wiViewstar
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 wiViewstar
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 Viewstar
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 Viewstar
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. MAViewstar
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. MAViewstar
PRACHUABKIRIKHAN BAY RENOVATION
Maccaferri was approached by the client to provide the most suitable solution to prevent further deterioration of the shoreline. After careful studiesViewstar
PRACHUAP KHIRI KHAN BAY PROTECTION
For several years, systems using double twisted wire mesh have been performed successfully in civil engineering applications. This is due to their pecViewstar
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 ofViewstar
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 ofViewstar
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach rViewstar
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach rViewstar
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,Viewstar
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,Viewstar
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 aViewstar
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 aViewstar
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.Viewstar
PROTECTION OF PROMENADE DES ANGLAIS IN NICE
In response, the Nice-Côte-d’Azur municipality took decisive action to bolster the safety of pedestrians along the Promenade des Anglais by implemeViewstar
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 netViewstar
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 netViewstar
REDBANK TUNNEL DEVIATION
Macmat R was chosen not only for its effectiveness as a unique solution but also for the substantial cost saving realized by requiring only one singleViewstar
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiViewstar
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiViewstar
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 stabilizViewstar
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 stabilizViewstar
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 retaininViewstar
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 retaininViewstar
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 reinforceViewstar
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 reinforceViewstar
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH
The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the Viewstar
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 Viewstar
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 un Viewstar
RENOVATE OF WATER CANAL DR 2.8 AND DR 15.8
The first section of canal is connected to the big main river Nan, 1m thick Gabions have been chosen to protect the bed of canal from erosion, the widViewstar
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 aViewstar
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 aViewstar
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 ofViewstar
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 ofViewstar
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was originally proposed within the design. However, the PVC coating on weldedViewstar
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was originally proposed within the design. However, the PVC coating on weldedViewstar
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 varyViewstar
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 varyViewstar
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 GreeViewstar
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 GreeViewstar
RIVERVIEW MINING SUBSIDENCE
Commonly used remediation measures for subsidence caused by voids are wide-scale grouting of the underground cavities, providing structural bridging uViewstar
ROAD EMBANKMENT RETAINING WALL FOR KENGTENG BYPASS ROAD
The Paramesh system has been used in three different locations along the 10km road. The walls are around 6m high and the design has been done with MViewstar
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 Viewstar
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 Viewstar
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 compactedViewstar
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 compactedViewstar
ROCK SUPPORT IN VÍCAR, ALMERÍA
To address this problem, the following support measures were implemented:LEA 300-8 cable net with a tensile strength of 130 kN/m and a puncture resistViewstar
ROCK SUPPORT IN VÍCAR, ALMERÍA
To address this problem, the following support measures were implemented:LEA 300-8 cable net with a tensile strength of 130 kN/m and a puncture resistViewstar
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 anchoringViewstar
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 anchoringViewstar
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 8Viewstar
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. RViewstar
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. RViewstar
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 Viewstar
ROCKFALL PROTECTION AT BHUMIBOL DAM
Macacferri proposed simple drapery system as the most effective and economical solution to protect the dam from falling rocks. It consist of double twViewstar
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 500mViewstar
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 500mViewstar
ROCKFALL PROTECTION SOLUTION AT NGAU CHI WAN PARK
Maccaferri is involved in the project since preliminary design stage up until handover of the dynamic barriers to the client. The accepted proposal Viewstar
ROCKFALL PROTECTION SYSTEM AT KAENG KHOI CEMENT PLANT
Maccaferri worked closely with the Client’s Consultant to come up with a cost-effective and optimum rockfall solution. The consultant has consideredViewstar
ROCKFALL PROTECTION SYSTEM FOR ROUTE NM1016, KORAT
The source of rockfall is located on high and steep slope hence intervention measure close to point of rockfall is difficult and dangerous to construcViewstar
ROCKFALL PROTECTION WORKS FOR PYLON CY288
The proposed solution is a combination of two approaches to arrive at an effective outcome. High risk larger rock outcrops were removed through scalinViewstar
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 thViewstar
ROUTE DE LA CORNICHE 2X2 VOIES
The company EIFFAGE SENEGAL proposed a Terramesh System solution to integrate the structure into the protected site of Almadies Point. The design of tViewstar
SAAS BALEN
Maccaferri proposed using the greenable, environmentally friendly, modular Green Terramesh earth reinforcement system. Green Terramesh consists of preViewstar
SABARMATI RIVER FRONT DEVELOPMENT PROJECT
Terramesh® system with gabion facia and mesh as reinforcement was selected as the best solution due to its environmental friendliness. The system wViewstar
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 TerrameshViewstar
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 TerrameshViewstar
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 Viewstar
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 Viewstar
SCHOTEN HOOGMOLENBRUG BRIDGE 54
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to moViewstar
SEATION TRAMWAY
The site is situated above an area of soft soil that required substantial ground improvement.The new platform area adjacent to Viewstar
SEATION TRAMWAY
The site is situated above an area of soft soil that required substantial ground improvement.The new platform area adjacent to Viewstar
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 Viewstar
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 Viewstar
SH6 MEYBILLE BAY
After identifying the most probable boulder size and rigorous detail rockfall trajectory analysis, Opus has ascertained the most suitable rockfall proViewstar
SH73 BELOW STARVATION POINT
The client had accepted a proposal to install a debris flow fence (without posts) with the capacity of capturing 300m³ debris volume accumulated fromViewstar
SHE RIVER BANK PROTECTION
3m high Gabion wall along with 20m length and 0.3m thick mattress protection below the wall were chosen to protect the bank from scouring and to reclaViewstar
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. VViewstar
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. VViewstar
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 veryViewstar
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 veryViewstar
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 safeViewstar
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 safeViewstar
SLOPE STABILIZATION SOLUTION ALONG CORAMBA ROAD
The contractor selected Steelgrid HR30 (SG HR30) as the secured drapery mesh for rock slopes and erosion control mat for the soil slope. The client anViewstar
SLOPE STRENGTHENING WORKS ALONG TOM’S CREEK ROAD
The contractor proposed Maccaferri Steelgrid HR30 (SG HR30) with an underlying layer of erosion control mat as a surface strengthening and protection Viewstar
SLOPE SURFACE PROTECTION AT LE ORCHID VILLAS
Maccaferri proposed MacMat®. MacMat® is a geomat consisting of a three-dimensional structure having a biconical cuspated shape made from polypropyleViewstar
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 geoViewstar
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 geoViewstar
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designViewstar
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designViewstar
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, fViewstar
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, fViewstar
SOCAR TURKEY AEGEAN REFINERY (STAR) PROJECT
Tekno Maccaferri conceived a hybrid reinforced soil solution for these tall retaining structures combining their Terramesh® System and ParaLink® higViewstar
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplViewstar
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplViewstar
St Andrews Royal & Ancient Golf Club
The approved scheme was designed by HR Wallingford, to include both ‘hard’ and ‘soft’ engineering solutions and the contract was supervised byViewstar
St Andrews Royal & Ancient Golf Club
The approved scheme was designed by HR Wallingford, to include both ‘hard’ and ‘soft’ engineering solutions and the contract was supervised byViewstar
STRENGTHENING OF THE ROADBED LAYER OF THE RN4
Initially, a granular drain mat was installed at the PST (Upper Part of Earthworks) level to capture flows and percolations from surrounding water basViewstar
STRENGTHENING OF THE ROADBED LAYER OF THE RN4
Initially, a granular drain mat was installed at the PST (Upper Part of Earthworks) level to capture flows and percolations from surrounding water basViewstar
SUMELA MONASTERY ROCKFALL PROTECTION PROJECT
Within the guidelines of a technical committee consisting of several professors from various, prestigious technical universities of the country, MaccaViewstar
SUNSET CLIFF
The solution adopted for the Sunset Cliff walls consists of two types of systems:Gravity walls using gabions for walls with heights less than 6 metersViewstar
SUNSET CLIFF
The solution adopted for the Sunset Cliff walls consists of two types of systems:Gravity walls using gabions for walls with heights less than 6 metersViewstar
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tViewstar
TELAL EL SOKHNA’ PROJECT
Maccaferri’s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effectiViewstar
TELAL EL SOKHNA’ PROJECT
Maccaferri’s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effectiViewstar
TERRAMESH RD PATRIMONIAL
The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the Viewstar
TERRAMESH RD PATRIMONIAL
The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the Viewstar
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 ParaViewstar
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 ParaViewstar
TERRAMESH® VERDE CARRETERA MATARANI KM. 24
This road uses engineering solutions with reinforced soil walls, Terramesh® System and Terramesh® Verde, which economised the project by saving on bViewstar
TERZO VALICO DEI GIOVI – GENOVA JUNCTION
Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a lengViewstar
TERZO VALICO DEI GIOVI – GENOVA JUNCTION
Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a lengViewstar
The Ash Yard of the Thermal Power Plant
The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protectionViewstar
The Ash Yard of the Thermal Power Plant
The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protectionViewstar
THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS
The MacRes system with concrete facing was proposed as a technology for retaining wall because of the space limitations and fast installation. The MacViewstar
THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS
The MacRes system with concrete facing was proposed as a technology for retaining wall because of the space limitations and fast installation. The MacViewstar
THE GRAND BOHEMIAN HOTEL
Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous prViewstar
THE GRAND BOHEMIAN HOTEL
Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous prViewstar
THE GREENFIELDS
The original concept was to canter lever a pool out from the sope with a negative edge and the city skyline being the focal point. The initial thoughtViewstar
THE NEW ROUTE DU LITTORAL
The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.Viewstar
THE NEW ROUTE DU LITTORAL
The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.Viewstar
THREE CITIES TRAIL
The civil engineers at Halff successfully designed and implemented a tie-back reinforced gabion retaining wall to act as the slViewstar
THREE CITIES TRAIL
The civil engineers at Halff successfully designed and implemented a tie-back reinforced gabion retaining wall to act as the slViewstar
TK 2018 – 006 – MRV
The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion BoxViewstar
TK 2018 – 006 – MRV
The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion BoxViewstar
UNDERPASS OF BR-101 HIGHWAY IN ESCADA
A containment and verticalization project for the meeting embankment was implemented using the reinforced soil system with the Terramesh System wall. Viewstar
Village Brow, Crawfordsburn
Maccaferri Green Terramesh Reinforced Soil Slope was proposed and accepted as an appropriate solution. The total length of the slope was 70m, reachingViewstar
Village Brow, Crawfordsburn
Maccaferri Green Terramesh Reinforced Soil Slope was proposed and accepted as an appropriate solution. The total length of the slope was 70m, reachingViewstar
VOID SPANNING IN HOUSING DEVELOPMENT
The Developer’s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was comViewstar
VOID SPANNING IN HOUSING DEVELOPMENT
The Developer’s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was comViewstar
WALTHAM HIGH SCHOOL
Based on the rock wall’s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended mViewstar
WALTHAM HIGH SCHOOL
Based on the rock wall’s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended mViewstar
YELLOWSTONE HWY 20
The barrier was impacted on May 27, 2019, the opening day of summer travel to Yellowstone National Park. Wyoming DOT was notified of the large rockfaViewstar
YELLOWSTONE HWY 20
The barrier was impacted on May 27, 2019, the opening day of summer travel to Yellowstone National Park. Wyoming DOT was notified of the large rockfaViewstar
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