Exemples de réussites

Exemples de réussites

A NOVEL APPROACH TO PAVEMENT DISTORTION
A NOVEL APPROACH TO PAVEMENT DISTORTION
The final solution was to excavate the fill embankment to about 2m below the existing top of the pavement to remove the majority of the clayey fill anVoir
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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 ErVoir
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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 ErVoir
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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 CompaVoir
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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. TVoir
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BASES AVANCÉES DE LA MINUSMA
BASES AVANCÉES DE LA MINUSMA
Pour ce faire, les Defencell Mac, (éléments multicellulaires fabriqués à partir de panneaux en treillis soudés et reliés à l’aide de spiralesVoir
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BASES AVANCÉES DE LA MINUSMA
BASES AVANCÉES DE LA MINUSMA
Pour ce faire, les Defencell Mac, (éléments multicellulaires fabriqués à partir de panneaux en treillis soudés et reliés à l’aide de spiralesVoir
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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 A7Voir
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BONIFICA DISCARICA PONTONE PONTONICCHIO LESINA FOGGIA
BONIFICA DISCARICA PONTONE PONTONICCHIO LESINA FOGGIA
La ditta Favellato avvierà e porterà a compimento un ampio programma di Messa in Sicurezza (MISP) della vasta area di discarica (11 ettari ovvero Voir
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CENTRAL MANIC 2 (BAIE COMEAU)
CENTRAL MANIC 2 (BAIE COMEAU)
Following the results of the analysis and investigation, it was determined by Hydro Quebec that a rockfall drapery system would be required to mitigatVoir
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CHARLEROI HOSPITAL
CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installVoir
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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 Voir
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COLUMBIA STREET WIDENING AND RECONSTRUCTION
COLUMBIA STREET WIDENING AND RECONSTRUCTION
Maccaferri was contacted by the project geotechincal engineer to find a solution for the embankment. After a comprenhensive analisys, Maccaferri came Voir
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CRECHE HEROÍNAS DO LAR
CRECHE HEROÍNAS DO LAR
El sistema de estabilización está compuesto por una malla metálica de alta resistencia, MacMat® MO 200, unida a la cabeza de las grapas a través deVoir
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CROWCHILD TRAIL SHORT TERM IMPROVEMENT
CROWCHILD TRAIL SHORT TERM IMPROVEMENT
Maccaferri Canada approached Graham Infrastructure and proposed to use a retaining wall which can be built for a temporary application using welded wiVoir
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CROWSNEST PASS ROCKFALL EMBANKMENT
CROWSNEST PASS ROCKFALL EMBANKMENT
Simulations and rolling rock tests conducted by Ministry of Alberta resulted in a series of design parameters that required the structure must be 5.32Voir
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CULVERT HEADWALLS
CULVERT HEADWALLS
Working with Dillon Consulting and Houle Chevrier Engineering, Maccaferri determined that in order to avoid overloading the foundation soil and to widVoir
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DEMIX QUARRY
DEMIX QUARRY
Engineers with the City of Montréal designed the rockfall drapery system and anchorage. As the side walls of the quarry where very high and access vVoir
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DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
Sur la rive droite, à Lunel, la digue définitive est conçue pour être déversante sur un linéaire de 150 m. En amont et en aval, la digue est racVoir
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DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
DÉPLACEMENT DIGUES SUITE À CONSTRUCTION DE LA NOUVELLE LIGNE TGV
Sur la rive droite, à Lunel, la digue définitive est conçue pour être déversante sur un linéaire de 150 m. En amont et en aval, la digue est racVoir
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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 slopeVoir
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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 tVoir
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DISTINCTIVE LANDFORM USING MARGINAL FILL FROM MAN MADE STORM POND
DISTINCTIVE LANDFORM USING MARGINAL FILL FROM MAN MADE STORM POND
HOC Architects solution was two fold. The terrain where the hospital is situated is relatively flat. In order to create a pleasing area which is curVoir
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EDGEVALLEY SUBDIVISION SWMF SERVICING
EDGEVALLEY SUBDIVISION SWMF SERVICING
After analyzing all hydraulic parameters through several design runs, Maccaferri proposed the construction of a 1.6% stepped channel, armored with 30cVoir
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ENBRIDGE T-SOUTH EXPANSION
ENBRIDGE T-SOUTH EXPANSION
Maccaferri Canada was asked to provide preliminary design and cost estimates for a gravity retaining wall and a rockfall catchment fence. After reviewVoir
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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) aVoir
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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 erosionVoir
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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 toVoir
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GRASSY MOUNTAIN MINE ACCESS ROAD
GRASSY MOUNTAIN MINE ACCESS ROAD
Wood PLC started working with this upcoming mine in early 2019 with geotechnical support. The project was located 40 km east of Crowsnest Lake. Wood iVoir
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HAGAR CREEK SLOPE-A SELF WATERING VEGETATED SLOPE USING PARADRAIN
HAGAR CREEK SLOPE-A SELF WATERING VEGETATED SLOPE USING PARADRAIN
The consultants, Waters Edge Environmental Solutions Team, Soil Engineers Ltd., the geotechnical engineers along with Maccaferri’s Technical DepartmVoir
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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-Voir
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HYDRO QUEBEC – ROMAINE 4
HYDRO QUEBEC – ROMAINE 4
43 units of Erdox Neve snow pack supporting structures were designed and installed. These are the largest single point anchor snow pack supporting strVoir
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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-beiVoir
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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 duVoir
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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 Voir
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MSE HEADWALL FOR HIGHWAY CULVERT
MSE HEADWALL FOR HIGHWAY CULVERT
The culvert has a span of 15.85m, a height of 8.14m and is 18.0m long. Four wing walls were required, each 14m long with a designed height of 8.2m. CrVoir
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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 thVoir
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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 infrastructureVoir
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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 witVoir
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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 helpsVoir
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OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aVoir
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Perilago Path – Reconstruction of Route 82
Perilago Path – Reconstruction of Route 82
The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh™ System, the built wall has Voir
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PROMENADE SAMUEL-DE-CHAMPLAIN
PROMENADE SAMUEL-DE-CHAMPLAIN
A rockfall investigation and assessment was made by WSP rock mechanic engineers on the site. It has been concluded that a rockfall protection of 50 Voir
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PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d'une douzaine de mètre de hauteur.Voir
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PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d'une douzaine de mètre de hauteur.Voir
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PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
PROTECTION DE BERGES – M2565 – DÉPÔT CACHAT
Une solution de confortement de berge par un massif en sol renforcé a été retenue, pour rétablir le talus d'une douzaine de mètre de hauteur.Voir
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RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
La société Maccaferri a été choisie pour fournir les écrans pare-blocs : ce sont cinq lignes d'écrans EPFM 5000 qui ont été installées. LVoir
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RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
RD 93 ESPENEL SECTEUR 2 – PROTECTION CONTRE LES CHUTES DE PIERRES
La société Maccaferri a été choisie pour fournir les écrans pare-blocs : ce sont cinq lignes d'écrans EPFM 5000 qui ont été installées. LVoir
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RD980 RECTIFICATION DE VIRAGES
RD980 RECTIFICATION DE VIRAGES
Initialement, le projet prévoyait de conforter les talus par réalisation de parois clouées. France Maccaferri, sollicité par l’entreprise TETRA,Voir
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RD980 RECTIFICATION DE VIRAGES
RD980 RECTIFICATION DE VIRAGES
Initialement, le projet prévoyait de conforter les talus par réalisation de parois clouées. France Maccaferri, sollicité par l’entreprise TETRA,Voir
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REHABILITATION AND WIDENING OF QUEENSTON ROAD
REHABILITATION AND WIDENING OF QUEENSTON ROAD
Maccaferri was approached by the consulting engineering firm of the project at the design stage to check if a solution could be provided for this projVoir
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REINFORCED GRANULAR FOUNDATIONS
REINFORCED GRANULAR FOUNDATIONS
In order to reduce the loads applied to the soft foundation soils, the project geotechnical engineers recommended that a 1.5m thick layer of compactedVoir
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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 GreeVoir
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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 anchoringVoir
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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 thVoir
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SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
France Maccaferri a été sollicitée par l'entreprise Garelli pour dimensionner, concevoir, fabriquer et fournir un écran débris flow (DF) capaVoir
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SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
SÉCURISATION DE LA ROUTE M2565 – LE COUGNE
France Maccaferri a été sollicitée par l'entreprise Garelli pour dimensionner, concevoir, fabriquer et fournir un écran débris flow (DF) capaVoir
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SÉCURISATION DU BARRAGE DU PLANAS
SÉCURISATION DU BARRAGE DU PLANAS
Le choix d’une rehausse de la digue actuelle par l’aval est motivé d’une part par la réalisation des travaux à l’abri de la digue existanteVoir
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SÉCURISATION DU BARRAGE DU PLANAS
SÉCURISATION DU BARRAGE DU PLANAS
Le choix d’une rehausse de la digue actuelle par l’aval est motivé d’une part par la réalisation des travaux à l’abri de la digue existanteVoir
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SLIDE 5 EMBANKMENT, TRANS CANADA HIGHWAY #1
SLIDE 5 EMBANKMENT, TRANS CANADA HIGHWAY #1
In January 2006, BC MoT approached Maccaferri Canada Ltd. in order to discuss the feasibility of designing a rockfall embankment for this site. SimulaVoir
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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 designVoir
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SOREL SOUND WALL
SOREL SOUND WALL
In order to facilitate RTFT’s requirements, Maccaferri proposed Green Terramesh (city side) and Terrawall System (plant side) as the most appropriatVoir
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STANLEY SLOPE SLOPE EROSION PROTECTION
STANLEY SLOPE SLOPE EROSION PROTECTION
AECOM was appointed as Geotechnical consultant by Parks Canada and this consultant had prior experience with MacMat R from a previous project and apprVoir
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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 tVoir
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TENTH LINE LOT 29/30 ROADWAY AND SLOPE REPAIR
TENTH LINE LOT 29/30 ROADWAY AND SLOPE REPAIR
The town approached Maccaferri in 2016 to seek an engineered solution to this challenge. The engineering team proposed the following four solutions: Voir
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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 ParaVoir
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VAUXHALL WWTP EFFLUENT PUMPING STATION & BERM
VAUXHALL WWTP EFFLUENT PUMPING STATION & BERM
In order to optimize the construction footprint of the berm, a Maccaferri Green Terramesh MSE wall with Paradrain soil reinforcement was proposed. TVoir
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WEST CALGARY RING ROAD
WEST CALGARY RING ROAD
Sourcing of good quality granular material was one of the major challenges. The Maccaferri Para series of geogrids assisted in optimizing the cost ofVoir
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WESTBURY CN RAILWAY EMBANKMENT
WESTBURY CN RAILWAY EMBANKMENT
The principle adopted was to design a soil reinforced berm as well as to make the analysis and calculations necessary to guarantee the security of theVoir
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ΤΕΛΙΚΗ ΚΑΛΥΨΗ ΧΑΔΑ
ΤΕΛΙΚΗ ΚΑΛΥΨΗ ΧΑΔΑ
Ο γεωσυνθετικός φραγμός από μπετονίτη MACLINE GCL W21 τοποθετήθηκε στη τελική κάλυψη των ΧΑΔΑ για να σφραγίσει αποτελεσματικά την είσοδο ύδατος πουVoir
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