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Histori Suksesi

Histori Suksesi

44 YEAR OLD GABION STRUCTURE
44 YEAR OLD GABION STRUCTURE
As the cliff was above the normal high tide level, it was  considered sufficient to construct a stepped retaining wall   from massShiko
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50 YEAR OLD GABION STRUCTURE – RIVER HUMBER
50 YEAR OLD GABION STRUCTURE – RIVER HUMBER
A ‘half-tide’ gabion wall, 2m high on an 18m wide gabion  apron (0.5m thick). The volume of protection was   approximately 13,Shiko
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A2 / A282 JUNCTION IMPROVEMENTS
A2 / A282 JUNCTION IMPROVEMENTS
The project team needed a solution that steepened the slope, thereby reducing the land take and saving the hedgerow. The main Contractor on the projecShiko
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AGRIPORT, MAYDON WHARF
AGRIPORT, MAYDON WHARF
A raft foundation of Paralink ℱ basal reinforcement was found to be the most cost-effective solution for this problem. Piled foundations would have Shiko
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AINLEY INDUSTRIAL ESTATE DEVELOPMENT
AINLEY INDUSTRIAL ESTATE DEVELOPMENT
Maccaferri provided support to the project team and  proposed the MacWall Landmark segmental reinforced soil   wall system. MShiko
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ARTESANO GALLERIA
ARTESANO GALLERIA
The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5Shiko
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ASTON HOTEL ANYER BREAKWATER STRUCTURE
ASTON HOTEL ANYER BREAKWATER STRUCTURE
Breakwater is often constructed out of rocks or concrete, forming a wall or a submerged barrier parallel to the shore. Maccaferri Indonesia proposed tShiko
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ATI PORT EXPANSION
ATI PORT EXPANSION
In order to address the challenge of improving the port expansion grounds at the Manila South Harbor, Asian Terminals Inc. (ATI) is implementing a cosShiko
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AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErShiko
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AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErShiko
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AZUDES SITIO RAMSAR RÍO DESAGUADERO
AZUDES SITIO RAMSAR RÍO DESAGUADERO
To date, two of the six planned weirs have been constructed. For the construction of the curtain, approach works and the dissipation basin, gabion boxShiko
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BAFOKENG CIVIC CENTRE MACWALL
BAFOKENG CIVIC CENTRE MACWALL
In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa/African Gabions proposed the use of the MacWall CompaShiko
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BALESIN ISLAND CLUB RUNWAY
BALESIN ISLAND CLUB RUNWAY
Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. TShiko
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BARRAGEM CAMPEIRA – CRISTALÂNDIA
BARRAGEM CAMPEIRA – CRISTALÂNDIA
After complex hydrological studies, the dam was resized. The width of the spillway was increased to 125 metres and it was lined with PoliMacÂź gabionsShiko
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BAY BRIDGE, CALIFORNIA, 112-FOOT-TALL VEGETATED RSS
BAY BRIDGE, CALIFORNIA, 112-FOOT-TALL VEGETATED RSS
Caltrans designed a 112-foot-high reinforced soil slope, sitting on top of a 21-foot-high TerrameshÂź system mechanically stabilized earth (MSE) wall Shiko
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BE-ANTWERP MALINAS
BE-ANTWERP MALINAS
The construction company firstly layed the ParaLink 950 rolls as indicated by MaccaferriÂŽs technicians to create a stable foundation for the planned Shiko
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BE-MECHELEN R6
BE-MECHELEN R6
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the CUR normative (Netherlands). Since tShiko
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BEAVERNETTING EVERTSOORD
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bShiko
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BELFAST HARBOUR
BELFAST HARBOUR
The works included dregging of the new berth and  approaches. This involved the disposal of 500,000m3 of   material to sea with trShiko
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BIFURCATION A10/171 ORLEANS
BIFURCATION A10/171 ORLEANS
The reinforced embankments made by Maccaferri formed the return walls of the C1 and C3 abutments of the PSI986 structure. This viaduct connects the A7Shiko
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BOB 230KV SWITCHYARD
BOB 230KV SWITCHYARD
Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel aShiko
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BONHILL, STIRLING ROAD
BONHILL, STIRLING ROAD
Maccaferri was approached by Barratt Homes to come up  with a suitable solution for the posed site problems. It was   agreed that Shiko
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BORDERS RAIL
BORDERS RAIL
Maccaferri's gabions were used to support widened cuttings  extensively along the 35-mile route which connects   Edinburgh to Shiko
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BOSCASTLE FLOOD DEFENCES
BOSCASTLE FLOOD DEFENCES
To achieve this solution, Halcrow specified a combination of Reno Mattresses and MacMat-R from Maccaferri. Over 7000 sq metres of Maccaferri wire meshShiko
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BOSCASTLE FLOOD DEFENCES
BOSCASTLE FLOOD DEFENCES
To achieve this solution, Halcrow specified a combination of Reno Mattresses and MacMat-R from Maccaferri. Over 7000 sq metres of Maccaferri wire meshShiko
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BROOMLANDS PRIMARY SCHOOL
BROOMLANDS PRIMARY SCHOOL
Once the overall design had been agreed, Maccaferri was engaged to design, supply and install 8 free standing gabion walls which totalled 78.8m in lenShiko
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BRUG VAN DEN AZIJN
BRUG VAN DEN AZIJN
Two 300 m long reinforced soil ramps up to 10.5 m high were designed by Maccaferri. The system chosen is called MacRes and it is comprised of concreteShiko
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BUILDING OF THE HEAD OFFICE- GROUPE CHARIER
BUILDING OF THE HEAD OFFICE- GROUPE CHARIER
As part of this project, the company France MACCAFERRI created a facade cladding and a set of free walls in electro-welded gabions. The gabion claddinShiko
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CANTERA ZIORDIA
CANTERA ZIORDIA
To secure the area, two types of actions were carried out: 1. An active solution to prevent the larger blocks from being mobilised. This system consisShiko
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CATO MANOR PIPELINE & ROAD PROTECTION
CATO MANOR PIPELINE & ROAD PROTECTION
Maccaferri Africa /African Gabions was asked to propose a structure that would retain the affected road embankment. The proposed structure was a combiShiko
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CHARLEROI HOSPITAL
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by MaccaferriÂŽs technicians to create a drainage layer. After the installShiko
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CHOI YING ESTATE DEVELOPMENT
CHOI YING ESTATE DEVELOPMENT
Maccaferri Gabions are cages which are engineered from double twisted hexagonal woven steel wire mesh. Delivered flat-packed, our gabions are assembleShiko
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CLIPPER WASH BANK PROTECTION
CLIPPER WASH BANK PROTECTION
A gabion groyne system was selected to protect the bank from erosion and restore the limits of the bank to its original position. Groynes are finger-lShiko
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CLOSE ROAD – RIO RUIDOSO CROSSING STRUCTURE
CLOSE ROAD – RIO RUIDOSO CROSSING STRUCTURE
The proposed channel is approximately 28 feet wide and 6  feet tall. The proposed channel sidewalls will be stabilized   with gabiShiko
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COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)
COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)
Existing rubble mound breakwater was planned to be extended towards sea by about 500m using geotextile tubes (MacTube). The purpose was to reduce the Shiko
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COBHAM SERVICES HGV PARKING AREA EXPANSION
COBHAM SERVICES HGV PARKING AREA EXPANSION
The proposal was to increase the HVG parking numbers by  79 new spaces, to the west of the petrol filling station. The   proposal Shiko
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COLLEY LANE SOUTHERN ACCESS ROAD
COLLEY LANE SOUTHERN ACCESS ROAD
The ParaLink LTPs will transfer loads of the mechanically  stabilised earth walls into the pile foundations beneath. The maximum heightShiko
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CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE
CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE
The ParawebÂź MD45 geoband reinforcements were used and perfectly adapted to the intermediate material embankments (Type 3 according to NF EN 14475). Shiko
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ÇÖPLER GOLD MINE ROCK FALL PROJECT
ÇÖPLER GOLD MINE ROCK FALL PROJECT
In accordance with the urgency of the situation, the size of the potentially dangerous rocks on the slope and in line with the technical and economic Shiko
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DANFOSS FACTORY
DANFOSS FACTORY
Maccaferri were approached by Quattro Consult Limited in  July 2021 to propose a suitable high strength geogrid for use   as a basShiko
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DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE
DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE
Maccaferri worked with Wood Patel Engineering to design a hydraulic solution for the microprocessor manufacturer TSMC. To reduce the soil erosion alonShiko
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DEBRIS FLOW PROTECTION LERINI STREAM
DEBRIS FLOW PROTECTION LERINI STREAM
After a fierce challenge against the competitor, Maccaferri Balkans won this project thanks to a mix of high performing technical solutions, cost effeShiko
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DIDIPIO MINE ACCESS ROAD
DIDIPIO MINE ACCESS ROAD
The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slopeShiko
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DILMUNIA GRAND CANAL & MARINA (DGCM)
DILMUNIA GRAND CANAL & MARINA (DGCM)
The construction of the Dilmunia canal is the object of an international Tender. The tender design for the waterproofing works has been developed by tShiko
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Drainage of structures
Drainage of structures
The adopted solution was the construction of draining trenches using the MacDrainÂź TD geocomposite as lateral base drains. These drains are designed Shiko
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EROSION CONTROL AGAINST MAMMAL BURROWING
EROSION CONTROL AGAINST MAMMAL BURROWING
Maccaferri was approached by contractors Crown Services Ltd and asked for advise on a suitable steel wire mesh system that could provide the required Shiko
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EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA
EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA
The inclination of the slopes is 45° degree (V:H = 1:1), referring to Public Works Ministry Specification “Spesifikasi Khusus Interim SKh-1.3.17 PeShiko
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EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR
EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR
Maccaferri has proposed the erosion control system consisting of rolled erosion control products (RECP)-MacMat R (Steel reinforced synthetic geomat) aShiko
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EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN
EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN
To prevent the soil erosion on the embankment slopes, Maccaferri offered different solutions based on the slope height to be protected against erosionShiko
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EXPO HOUSE AT DOHA EXPO 2023
EXPO HOUSE AT DOHA EXPO 2023
Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of geosynthetic products in our portfolio that cShiko
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EXTENSION OF THE CHANTERAINES PARK
EXTENSION OF THE CHANTERAINES PARK
The Conseil Général 92 chose double-twist gabion cages because they allow the filling materials to show through easily. The infill stone chosen comeShiko
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FESTIVAL SUPERMALL MOUND PROMONTORY
FESTIVAL SUPERMALL MOUND PROMONTORY
After several discussions with FLI engineers, Maccaferri’s robust erosion protection geoblanket (MacMat R) has been approved for the project. DueShiko
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FLOOD EMERGENCY RESPONSE PROJECT
FLOOD EMERGENCY RESPONSE PROJECT
In May 2019, before the flood reached its peak, the city was able to create flood control barriers using FlexMac DT in multiple strategic locations toShiko
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FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY
FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY
Maccaferri proposed the use of the MacWall Vertica 4°  Segmental Block Retaining Wall System. The 4° batter of   this system creShiko
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FV17 LIAFJELLET-OLVIKVATNET
FV17 LIAFJELLET-OLVIKVATNET
Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing theShiko
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Gabion Defense – Cajuca East Corridor
Gabion Defense – Cajuca East Corridor
The Provincial Municipality of Nazca was in charge of the technical file through its technical study department. The hydraulic approach they determineShiko
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GABION WALLS FOR SAHARA AAMBY VALLEY CITY
GABION WALLS FOR SAHARA AAMBY VALLEY CITY
A series of self-draining, flexible, eco-friendly Gabion walls have been provided in Sahara Lake City along external/internal roads, mini club area, cShiko
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HAROLD COURT EAST REGIONAL SERVICE CENTER
HAROLD COURT EAST REGIONAL SERVICE CENTER
The project was initially designed as a series of 9 ft. tall gravity retaining walls along the steep slope with 10 ft. terraces in between. The challeShiko
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HASANKEYF ARCHEOPARK PROJECT
HASANKEYF ARCHEOPARK PROJECT
The retaining walls, which will reach a height of 27 meters within the scope of the Hasankeyf archeopark project, has been designed with Terramesh SysShiko
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HELBOR BROOKLIN
HELBOR BROOKLIN
The solution for this project involved the demolition of the existing retaining wall and the installation of a vertical drainage system using the MacdShiko
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HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF
HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF
The company Secon Systems GmbH, partner of Maccaferri for the German market, provided full assistance, proposing a solution with the so-called beaver-Shiko
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HENNEAULAAN ZAVENTEM
HENNEAULAAN ZAVENTEM
MaccaferriÂŽs Corporate Technical Department, in cooperation with the local partner TEXION, has proposed an optimised solution with has supported the Shiko
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HUHUGAM HERITAGE CENTER
HUHUGAM HERITAGE CENTER
The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the useShiko
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HYDRAULIC PROTECTION-RSW-GJIROKASTER-TEPELENE ROAD
HYDRAULIC PROTECTION-RSW-GJIROKASTER-TEPELENE ROAD
The adopted Maccaferri Solution is characterized at the bottom by Terramesh System and in the upper part by the Green Terramesh up to a total height oShiko
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IPO DAM SILT CURTAINS
IPO DAM SILT CURTAINS
To address the degradation of the Ipo Dam and mitigate the adverse effects of soil erosion and water contamination, various long-term solutions are beShiko
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KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME
Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project drawShiko
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KOSOVO MOTORWAY PROJECT
KOSOVO MOTORWAY PROJECT
Mainly, seven Paramesh system walls have been built: WL 015, WL 024, WL 060, WR 131, WR 134, WR 139, WR 406. The main products used are Terramesh SystShiko
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KURINGEN BRIDGE 19
KURINGEN BRIDGE 19
The new bridge in Kuringen is built according to the principle of generic bridges used at various locations along the Albert Canal. The bridge has beeShiko
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LANPING LEAD-ZINC MINING SANCHONGSHAN DUMP RETAINING WALL PROJECT
LANPING LEAD-ZINC MINING SANCHONGSHAN DUMP RETAINING WALL PROJECT
According to the geological conditions and engineering requirements of the project, the owner and the design unit comprehensively consider the economyShiko
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LINCOLNSHIRE EFW
LINCOLNSHIRE EFW
Consulting engineers, Arup, devised a two stage system of  ground level wet and dry holding lagoons. These were   impermeably lineShiko
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LISTENING MIRRORS HISTORIC SITE
LISTENING MIRRORS HISTORIC SITE
In the first phase of the project the peninsula housing the Mirrors was cut off to create an island linked to the mainland by a swing footbridge, and Shiko
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LÖTZGALERIE
LÖTZGALERIE
The client chose the most economical system. The Maccaferri RB 3000 safety net with an energy of 3000 kJ and a height of 5 m. It was a great challengeShiko
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Lower Campbell Repair
Lower Campbell Repair
The erosion control solution consisted of a six to nine-foot-tall, stair-stepped, gabion wall, with a concrete floor base. MaxTexÂź H 60.1 iShiko
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LU-A13 DUDELANGE-BURANGE
LU-A13 DUDELANGE-BURANGE
The loads applied varied from 26 kN/sqm up to 44 kN/m2 in correspondence of the traffic lanes and 5 kN/sqm for the pedestrian and bicycle path. 4,000Shiko
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LUOYANG FOUR RIVER TONGZHI PROJECT
LUOYANG FOUR RIVER TONGZHI PROJECT
Maccaferri Gabion + Renomesh solutions improve the overall defense capability of protecting the river bank. Overall consideration of the relationshipShiko
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M606 MOTORWAY / M62 JUNCTION
M606 MOTORWAY / M62 JUNCTION
Maccaferri’s double twist woven gabions have been used to  create an approximately 450m, the combined length of road[1]side retaining wallShiko
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MacSport AC Monza
MacSport AC Monza
Per il rifacimento del campo di allenamento, sono state coinvolte diverse aziende specializzate nel settore delle infrastrutture sportive, tra cui ItaShiko
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MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION
Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-beiShiko
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MANILA-CAVITE EXPRESSWAY
MANILA-CAVITE EXPRESSWAY
Considering the size of the rock armors (minimum 0.5 meter in diameter), as well as the particle size of sand deposits and the drop height of rocks duShiko
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Marginal Protection for the Tonameca River
Marginal Protection for the Tonameca River
Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studiesShiko
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Mass Gravity Retaining Walls
Mass Gravity Retaining Walls
According to the premises outlined in the Environmental Recovery Plan (PRAD) provided by the client, the best solution among the available options in Shiko
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MEERHOUT BRIDGE 34
MEERHOUT BRIDGE 34
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to moShiko
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MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT
The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation procesShiko
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MINE D’OR DU TASIAST MASSIF DE L’ADRAR
The TerrameshÂź system is a system that combines a gabion facing with a continuous wire mesh reinforcement of the facing. The gabion part ensures a neShiko
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MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH
Maccaferri worked in a JV to implement slope stabilization solutions for landslide zone between Km 504.00 to Km 505.00 on NH-58. It included shifting Shiko
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MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY
MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY
Bechtel-Enka brought in geotechnical specialists, Officine Maccaferri in a partnership arrangement to provide engineering design solutions for the walShiko
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MURO DE CONTENÇÃO E ESCADA HIDRÁULICA EM GABIÕES
MURO DE CONTENÇÃO E ESCADA HIDRÁULICA EM GABIÕES
The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion retShiko
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MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA
MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA
The constructor together with the external supervision and the SICT residence analysed different alternatives for the required retaining works, and thShiko
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Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM
Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of products in our portfolio that can achieve thShiko
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Natural Hazard Mitigation in the Alps
Natural Hazard Mitigation in the Alps
In the present intervention, rockfall barriers RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructureShiko
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NEW AIRPORT IN MOUNTAINOUS REGION
NEW AIRPORT IN MOUNTAINOUS REGION
The cut-and-fill operations would enable the insertion of the 2,800m runway and airport buildings. To stabilise and reinforce the ‘fill’ (valley) Shiko
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NEW ASDA STORE
NEW ASDA STORE
The chosen solution was the MacWall Diamond dry build a segmental block retaining wall system due to its rapid speed of construction, flexibility and Shiko
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NEW SHARJAH-KHORFAKKAN ROAD
NEW SHARJAH-KHORFAKKAN ROAD
From the previous successful experience of Terramesh system walls, the consultant approached Maccaferri Middle East to propose Terramesh MSE walls as Shiko
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NEWHURST ENERGY FROM WASTE FACILITY
NEWHURST ENERGY FROM WASTE FACILITY
Maccaferri proposed the use of its Macline GCL W20 to  impermeably line the attenuation pond and this was   accepted by client HitShiko
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NL BERGEN
NL BERGEN
The anti-erosion mat MacMat R020 is reinforced by a polyester geogrid with a tensile strength of 20 kN/m. The MacMat R020 was secured to the slope witShiko
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NORTH WALES COASTROAD (A55)
NORTH WALES COASTROAD (A55)
Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a Shiko
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NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
Use of geosynthetics solution improves the performance of formation layer, which plays an important role for good performance of track. Also, it helpsShiko
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Ocean Farm 1 – Supply of KikkoNet Net and Net Structure
Ocean Farm 1 – Supply of KikkoNet Net and Net Structure
As a supplier of the new net pen in this project, Maccaferri is in charge of supplying the KikkoNet containment net and its built-in structural reinfoShiko
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OCEANS UMHLANGA MALL
OCEANS UMHLANGA MALL
After evaluating the geotechnical parameters, loading  constraints and required structure geometry, Maccaferri   provided a designShiko
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OOSTERWEEL VERBINDING -LINKEROEVER, BFL03
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03
MaccaferriÂŽs Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aShiko
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OOSTERWEEL VERBINDING -LINKEROEVER, G17
OOSTERWEEL VERBINDING -LINKEROEVER, G17
MaccaferriÂŽs Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aShiko
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OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
MaccaferriÂŽs Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aShiko
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OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16
OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16
MaccaferriÂŽs Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aShiko
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PARAMESH WALL FOR BAJO – MALAWATAR ROAD SEGMENT
PARAMESH WALL FOR BAJO – MALAWATAR ROAD SEGMENT
The Retaining Wall Structure for Bajo – Malawatar Road Segment is constructed using Paramesh System with a height of 8.5m, consisting of a TerrameshShiko
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PASSAGEM INFERIOR DA RODOVIA BR-101 EM ESCADA
PASSAGEM INFERIOR DA RODOVIA BR-101 EM ESCADA
A containment and verticalization project for the meeting embankment was implemented using the reinforced soil system with the Terramesh System wall. Shiko
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PEACE BRIDGE
PEACE BRIDGE
A 40m long,8m high Green TerrameshÂź reinforced soil abutment wall to surround and support the high-level bridge bank seat and integrate seamlessly wiShiko
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Perilago Path – Reconstruction of Route 82
Perilago Path – Reconstruction of Route 82
The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMeshℱ System, the built wall has Shiko
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PODLJUBELJ ROCKFALL PROTECTION
PODLJUBELJ ROCKFALL PROTECTION
MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MAShiko
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PRESA FRANCISCO ABELLÁN
PRESA FRANCISCO ABELLÁN
To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability ofShiko
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PRESTONS ROAD FLYOVER
PRESTONS ROAD FLYOVER
The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach rShiko
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PROTEÇÃO COSTEIRA COM GABIÕES
PROTEÇÃO COSTEIRA COM GABIÕES
To protect and control erosion, PoliMacℱ box-type gabion containment was used, together with a PoliMacℱ Reno¼ mattress, used at the pipe outlets,Shiko
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PROTECCIÓN CONTRA CAÍDA DE ROCAS EN ALHABIA
PROTECCIÓN CONTRA CAÍDA DE ROCAS EN ALHABIA
In order to guarantee road safety on the road, emergency work was carried out and awarded to the company Seanto. The work consisted of the following aShiko
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PROTECTION OF PROMENADE DES ANGLAIS IN NICE
PROTECTION OF PROMENADE DES ANGLAIS IN NICE
The Nice-Cîte-d’Azur municipality decided to install an anti-incursion barrier on the Promenade des Anglais to guarantee the safety of pedestrians.Shiko
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RAILWAY EMBANKMENT BURROWING PREVENTION
RAILWAY EMBANKMENT BURROWING PREVENTION
Maccaferri’s Anti-Burrowing Mesh has been proven to be a  strong rodent deterrent. Unlike any plastic grids or thin   rabbit netShiko
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REDROW HOMES DEVELOPMENT
REDROW HOMES DEVELOPMENT
The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determiShiko
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Rehabilitation due to Undermining in Villalobos
Rehabilitation due to Undermining in Villalobos
An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabilizShiko
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Reinforced Soil Retaining Structure and Slope Reinforcement
Reinforced Soil Retaining Structure and Slope Reinforcement
The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retaininShiko
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REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K
REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K
Based on the site conditions and specific requirements of the client, Terramesh units made of gabion fascia along with an integrated tail as reinforceShiko
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Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – PerĂș
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – PerĂș
The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the Shiko
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REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET
REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET
RC Spencer Associates Inc., a reputable engineering firm in  the Windsor area, was tasked by the Town of Amherstburg   to devise aShiko
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RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS
RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS
The acrobatic works company, Hydrokarst, based in France, solicited Maccaferri to propose solutions for protection against rockfalls. Several types ofShiko
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RETAINING WALL SUPPORTING A630
RETAINING WALL SUPPORTING A630
A PVC-coated welded mesh mass gravity gabion wall was  originally proposed within the design. However, the PVC   coating on weldedShiko
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RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA
RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA
The site of the presidential suite building area is on hilly terrain and the foundation strata is completely rock. The height of the retention is varyShiko
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RINGFIETSPAD ANTWERP
RINGFIETSPAD ANTWERP
Mainly, four different types of facing inclinations have been used for this project: 27°, 34°, 45° and 60° The main product used is Terramesh GreeShiko
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ROAD DELVINE KARDHIQ LOT 6
ROAD DELVINE KARDHIQ LOT 6
For this project Maccaferri Balkans worked together with the designer to implement a design which fulfils the needs of the Investor.The terrain of thiShiko
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Road stabilization in TotonicanapĂĄ
Road stabilization in TotonicanapĂĄ
The use of mono-oriented MacGrid WG geogrids integrated into the Terramesh system offers a superior technical solution for the containment project in Shiko
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ROB FOR CONNECTIVITY BETWEEN MUNDRA AND NH 8A
ROB FOR CONNECTIVITY BETWEEN MUNDRA AND NH 8A
The stone column technique, also known as vibro-replacement or vibro-displacement, is a ground improvement process where vertical columns of compactedShiko
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ROCK FALL PROTECTION OF SURGE TANK IN KOMAN HPP
ROCK FALL PROTECTION OF SURGE TANK IN KOMAN HPP
Being in a difficult position to work on and the old road from the HPP to the surge tank was in bad condition, a new access road was constructed to reShiko
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ROCK SUPPORT IN VÍCAR, ALMERÍA
ROCK SUPPORT IN VÍCAR, ALMERÍA
To address this problem, the following support measures were implemented:LEA 300-8 cable net with a tensile strength of 130 kN/m and a puncture resistShiko
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ROCKFALL MITIGATION  MEASURES AT SAPTSHRUNGI GAD, NASHIK
ROCKFALL MITIGATION MEASURES AT SAPTSHRUNGI GAD, NASHIK
The rockfall mitigation measures constituted of secured drapery system with Steelgrid MO and High Energy Absorption (HEA) panels and surface anchoringShiko
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ROCKFALL MITIGATION WORKS- RAILWAY LINE-NEAR CH 14 – ANPARA
ROCKFALL MITIGATION WORKS- RAILWAY LINE-NEAR CH 14 – ANPARA
Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. RShiko
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ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA
ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA
Based on the rockfall trajectory analysis, the design energy level required is 2000 kJ. Flexible barrier with post height of 4m in installed over 500mShiko
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ROCKFALL PROTECTION LIBRAZHD
ROCKFALL PROTECTION LIBRAZHD
Maccaferri supplied in total 3000 m2 of Rockfall Barrier 1000 KJ with the height 4m.Shiko
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ROCKFALL PROTECTION OF CASTLE OF GJIROKASTRA
ROCKFALL PROTECTION OF CASTLE OF GJIROKASTRA
The adopted Maccaferri Solution is characterized at the bottom by Terramesh System and in the upper part by the Green Terramesh up to a total height oShiko
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ROCKFALL PROTECTION SHENGJIN
ROCKFALL PROTECTION SHENGJIN
Maccaferri supplied in total 1250 m2 of Rockfall Barrier 2000 KJ with the height 5m divided into 3 sections of 60 m and 1 section of 70 m.Shiko
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ROCKFALL PROTECTION TORANICA AND SASA MINE
ROCKFALL PROTECTION TORANICA AND SASA MINE
For the slope protections, we used a drapery system with double twisted wire mesh Zn netting. The project started in Toranica in August of 2021, with Shiko
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ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD
ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD
The road is the main thoroughfare of the Tablas Island. In order to protect the road and ensure serviceability after a typhoon, Maccaferri proposed thShiko
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SADAWARNA DAM PARAMESH WALL
SADAWARNA DAM PARAMESH WALL
The Retaining Wall Structure for Stilling Basin in Sadawarna Dam is constructed using Paramesh System with a height of 5m, consisting of the TerrameshShiko
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SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR
SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR
As part of the MBC project in the Alpes de Haute Provence department, EPC France called on France Maccaferri to provide a wide range of solutions for Shiko
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SEATION TRAMWAY
SEATION TRAMWAY
The site is situated above an area of soft soil that required  substantial ground improvement.The new platform area   adjacent to Shiko
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Second Stage MME at Puerto Escondido Airport
Second Stage MME at Puerto Escondido Airport
To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with Shiko
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SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA
SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA
Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. VShiko
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SLOPE STABILISATION PORT OF ZIERBENA
SLOPE STABILISATION PORT OF ZIERBENA
To secure the area, a highly rigid flexible containment system was designed and installed to limit ground deformation as much as possible, with a veryShiko
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SLOPE STABILIZATION AND PROTECTION AT ULU SLIM RIVER, PERAK
SLOPE STABILIZATION AND PROTECTION AT ULU SLIM RIVER, PERAK
After careful considerations, Jabatan Kerja Raya (JKR) Batang Padang adopted Maccaferri Gabions Retaining Wall to solve this problem and increase safeShiko
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Small green lung in the Metelliana Valley
Small green lung in the Metelliana Valley
Maccaferri’s solution to the environmental challenges posed by the abandoned landfill in Cava de’ Tirreni involved the application of advanced geoShiko
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SMRITIVAN EARTHQUAKE MEMORIAL
SMRITIVAN EARTHQUAKE MEMORIAL
Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions designShiko
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SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE
SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE
The work involved installing 3 lines of protective screens on the rock faces located on the slope and in the access trench to the Cap Martin tunnel, fShiko
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SPOORLIJN 51A – ZWANKENDAMME
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplShiko
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St Andrews Royal & Ancient Golf Club
St Andrews Royal & Ancient Golf Club
The approved scheme was designed by HR Wallingford, to include both ‘hard’ and ‘soft’ engineering solutions and the contract was supervised byShiko
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STRENGTHENING OF THE ROADBED LAYER OF THE RN4
STRENGTHENING OF THE ROADBED LAYER OF THE RN4
Initially, a granular drain mat was installed at the PST (Upper Part of Earthworks) level to capture flows and percolations from surrounding water basShiko
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SUMELA MONASTERY ROCKFALL PROTECTION PROJECT
SUMELA MONASTERY ROCKFALL PROTECTION PROJECT
Within the guidelines of a technical committee consisting of several professors from various, prestigious technical universities of the country, MaccaShiko
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SUNSET CLIFF
SUNSET CLIFF
The solution adopted for the Sunset Cliff walls consists of two types of systems:Gravity walls using gabions for walls with heights less than 6 metersShiko
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TARLAC-NUEVA ECIJA PROVINCIAL ROAD
TARLAC-NUEVA ECIJA PROVINCIAL ROAD
In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed tShiko
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TELAL EL SOKHNA’ PROJECT
TELAL EL SOKHNA’ PROJECT
Maccaferri’s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effectiShiko
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TERRAMESH RD PATRIMONIAL
TERRAMESH RD PATRIMONIAL
The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the Shiko
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TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1
Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with ParalinkShiko
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TERRAMESH RETAINING WALL OVER PILE FOUNDATIONS VLORA BYPASS
TERRAMESH RETAINING WALL OVER PILE FOUNDATIONS VLORA BYPASS
The contractor decided to build a 30m height Terramesh, which was designed by Maccaferri and calculated using our software MacStARS W. In order tShiko
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TERRAMESHÂź VERDE CARRETERA MATARANI KM. 24
TERRAMESHÂź VERDE CARRETERA MATARANI KM. 24
This road uses engineering solutions with reinforced soil walls, TerrameshÂź System and TerrameshÂź Verde, which economised the project by saving on bShiko
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TERZO VALICO DEI GIOVI – GENOVA JUNCTION
TERZO VALICO DEI GIOVI – GENOVA JUNCTION
Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a lengShiko
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The Ash Yard of the Thermal Power Plant
The Ash Yard of the Thermal Power Plant
The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protectionShiko
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THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS
THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS
The MacRes system with concrete facing was proposed as a technology for retaining wall because of the space limitations and fast installation. The MacShiko
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THE GRAND BOHEMIAN HOTEL
THE GRAND BOHEMIAN HOTEL
Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous prShiko
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THE NEW ROUTE DU LITTORAL
THE NEW ROUTE DU LITTORAL
The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.Shiko
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THREE CITIES TRAIL
THREE CITIES TRAIL
The civil engineers at Halff successfully designed and  implemented a tie-back reinforced gabion retaining wall to   act as the slShiko
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TIRANA ELBASAN HIGHWAY
TIRANA ELBASAN HIGHWAY
This project included different types of reinforced soil structures with gabions and mattresses for river protection and Green terramesh & TerrameShiko
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TK 2018 – 006 – MRV
TK 2018 – 006 – MRV
The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion BoxShiko
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Village Brow, Crawfordsburn
Village Brow, Crawfordsburn
Maccaferri Green Terramesh Reinforced Soil Slope was proposed and accepted as an appropriate solution. The total length of the slope was 70m, reachingShiko
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VOID SPANNING IN HOUSING DEVELOPMENT
VOID SPANNING IN HOUSING DEVELOPMENT
The Developer’s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was comShiko
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WALTHAM HIGH SCHOOL
WALTHAM HIGH SCHOOL
Based on the rock wall’s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended mShiko
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YELLOWSTONE HWY 20
YELLOWSTONE HWY 20
The barrier was impacted on May 27, 2019, the opening day of summer travel to Yellowstone National Park. Wyoming DOT was notified of the large rockfaShiko
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