SUCCESS STORIES

Success Stories

ANTIBUND SEA EROSION PROTECTION
ANTIBUND SEA EROSION PROTECTION
The Contractor has suggested the use of Gabion Mattress as an Apron Protection Work for the bunds which is one of the most practical and viable solutView
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ANTIBUND SEA EROSION PROTECTION, SHELL HAZIRA
ANTIBUND SEA EROSION PROTECTION, SHELL HAZIRA
The contractor has suggested the use of gabion mattress as an apron protection work for the bunds which is one of the most practical and viable solutiView
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ASH POND LINING WITH GEOMEMBRANE AT NELLORE
ASH POND LINING WITH GEOMEMBRANE AT NELLORE
Considering the importance of the project and protection of the environment, Maccaferri suggested the use of geomembrane MacLine® SDH HDPE 1.0 mm tView
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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 ErView
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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 ErView
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AVALANCHE MITIGATION FOR MSP 12 (R) NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 12 (R) NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErView
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AVALANCHE MITIGATION FOR MSP 2 NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 2 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErView
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AVALANCHE MITIGATION FOR MSP 5 NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 5 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErView
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AVALANCHE MITIGATION FOR MSP 6 NEAR ROHTANG TUNNEL
AVALANCHE MITIGATION FOR MSP 6 NEAR ROHTANG TUNNEL
Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow ErView
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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 CompaView
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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. TView
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BALLAST STABILIZATION USING GEOSYNTHETIC SOLUTIONS
BALLAST STABILIZATION USING GEOSYNTHETIC SOLUTIONS
The proposed solution is ballast stabilization using biaxial extruded geogrid i.e. Maccaferri’ s MacGrid EG and Polypropylene Multifilament Woven GeView
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BANK PROTECTION FOR RIVER TAPI, SURAT
BANK PROTECTION FOR RIVER TAPI, SURAT
The conventional methods were not able to provide a technically and commercially viable solution to the heavy erosion problem. The consultant CWPRS fiView
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BANK PROTECTION FOR VENNAR RIVER
BANK PROTECTION FOR VENNAR RIVER
The PWD Tamil Nadu, decided to go for an innovative method of providing a gabion structure in order to protect the river bank as well as to control erView
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BANK PROTECTION WORK AT GATHA BHADERWAH, J&K
BANK PROTECTION WORK AT GATHA BHADERWAH, J&K
Gabions were proposed to construct the retaining wall because of its free draining nature and speed in construction. Another advantage of gabions was View
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BANK PROTECTION WORK ON NEERU RIVER
BANK PROTECTION WORK ON NEERU RIVER
Gabions were proposed to construct the retaining wall because of its free draining nature and speed in construction. Another advantage was the effectiView
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BANK PROTECTION WORKS ALONG RIVER GANGA NEAR DAKSHINESHWAR TEMPLE
BANK PROTECTION WORKS ALONG RIVER GANGA NEAR DAKSHINESHWAR TEMPLE
Maccaferri proposed a gabion toe wall along with a gabion mattress revetment over the slope. MacBags (geotextile bags) were used as filling material bView
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BANK PROTECTION WORKS IN RIVER GANGA AT BUDGE BUDGE
BANK PROTECTION WORKS IN RIVER GANGA AT BUDGE BUDGE
It was important to carryout the construction planning so that the system sustained all the worst loading conditions. The design thickness calculationView
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BHAVNAGAR PAVEMENT STABILIZATION
BHAVNAGAR PAVEMENT STABILIZATION
R & B department referred the problem to Maccaferri for the improvement of 14 km length proposed road. Ease and speed of construction was a key elemenView
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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 A7View
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BLANKET THICKNESS REDUCTION USING GEOSYNTHETIC SOLUTION FOR ADANI
BLANKET THICKNESS REDUCTION USING GEOSYNTHETIC SOLUTION FOR ADANI
Geosynthetic solutions play a vital role as alternative to conventional approach in track bed stabilization projects. The design was based on modifiView
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BRIDGE PROTECTION WORKS AT KOSI RIVER
BRIDGE PROTECTION WORKS AT KOSI RIVER
Guide bund works and afflux bund were proposed with gabion mattress. Gabion mattress adopted here was of thickness 0.3m, with length varying as 3m, 2mView
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BRIDGE PROTECTION WORKS FOR RIVER YAMUNA
BRIDGE PROTECTION WORKS FOR RIVER YAMUNA
The river training works were designed for a design discharge of 14866 cum/s and a maximum velocity of 3.3 m/s. The solution offered made use of 1 sinView
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BYTCO JUNCTION ROB
BYTCO JUNCTION ROB
Reinforced Soil Wall with discrete concrete panel as facia and Double Twisted Hexagonal mesh as reinforcement was selected as the system. Square discrView
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CANAL LINING IN HARYANA
CANAL LINING IN HARYANA
The client was looking for a product which can replace the conventional granular gravel layer & arrangement of network of perforated pipe provided undView
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CAUSEWAY CONSTRUCTION WITH GABIONS ON DHADHAR RIVER
CAUSEWAY CONSTRUCTION WITH GABIONS ON DHADHAR RIVER
The embankment being located in high flood zone, an inherently permeable and free draining structure would be technically suitable. Maccaferri suggestView
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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 installView
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CHECK DAM FOR VAMANAPURAM RIVER
CHECK DAM FOR VAMANAPURAM RIVER
The Irrigation department, decided to construct a check dam across Vamanapuram river in the downstream location of the infiltration gallery. The maiView
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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 View
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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 View
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CONSTRUCTION OF EIGHT LANE VADODARA-MUMBAI EXPRESSWAY IN THE STATE
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 selView
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CONSTRUCTION OF GEOTEXTILE REEF AT THE COAST OF MIRYA BAY
CONSTRUCTION OF GEOTEXTILE REEF AT THE COAST OF MIRYA BAY
In order to mitigate the problem of erosion, Maharashtra Maritime Board (MMB) proposed the construction of a multipurpose submerged geotextile reef atView
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CONSTRUCTION OF LEFT AFFLUX BUND AT JOSHIYARA BARRAGE
CONSTRUCTION OF LEFT AFFLUX BUND AT JOSHIYARA BARRAGE
Uttarakhand Jal Vidyut Nigam Ltd. (UJVNL), Govt. of Uttarakhand, had decided to reconstruct the left afflux bund using prefilled / in-situ filled gabiView
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CONSTRUCTION OF ROB AT DWARKA
CONSTRUCTION OF ROB AT DWARKA
As per Maccaferri’s standard block, two types of blocks were proposed- one with flat facing and other one with curvature facing. Keeping the aesthetView
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CONSTRUCTION OF RS WALLS FOR ANCILLARY BUILDINGS
CONSTRUCTION OF RS WALLS FOR ANCILLARY BUILDINGS
RS Wall system (MacRes) with precast concrete panels as fascia and Paraweb as reinforcement was proposed to the contractor for the above problem due tView
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CONSTRUCTION OF RS WALLS FOR APPROACHES OF ROB’S/VUP’S OF NH-49
CONSTRUCTION OF RS WALLS FOR APPROACHES OF ROB’S/VUP’S OF NH-49
Reinforced Soil (RS) Wall system (MacRes) with precast concrete panels as fascia and Paraweb as reinforcement was proposed for the above problem due tView
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CONSTRUCTION OF UNPAVED ROAD
CONSTRUCTION OF UNPAVED ROAD
The solution by CESC was to construct an embankment (with the existing local soil) 1.5 m high having a top width of 11m. The middle 7 m width (road wiView
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CRUSHER WALL AT SERAJUDDIN MINES (JODA)  ,ORISSA
CRUSHER WALL AT SERAJUDDIN MINES (JODA)  ,ORISSA
A 22 m high vertical Terramesh TM System wall was proposed. The inherent flexibility of the Terramesh System TM made it an ideal choice. The design wView
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CULVERT PROTECTION WITH GABION AT KURAL-SHANPUR-SOKHADA RAGHU ROAD
CULVERT PROTECTION WITH GABION AT KURAL-SHANPUR-SOKHADA RAGHU ROAD
The embankment being located in high flood zone, an inherently permeable and free draining structure would have been technically suitable. Maccaferri View
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CUT SLOPE STABILISATION ALONG NEAR KHANDALA TUNNEL PUNE CORRIDOR
CUT SLOPE STABILISATION ALONG NEAR KHANDALA TUNNEL PUNE CORRIDOR
After conducting thorough investigation and taking into consideration the observations of geological experts and geotechnical engineers, Maccaferri haView
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CUT SLOPE STABILISATION NEAR A HOSPITAL AT PONDA,GOA, INDIA
CUT SLOPE STABILISATION NEAR A HOSPITAL AT PONDA,GOA, INDIA
Considering the need to protect the vertical cut, soil retention works with soil nailing was suggested for the above problem. The height to be retainView
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CUT SLOPE STABILISATION WORK AT SHRIRAM-THE GATE WAY SEZ (PHASEII)
CUT SLOPE STABILISATION WORK AT SHRIRAM-THE GATE WAY SEZ (PHASEII)
To retain the cut slope, Maccaferri proposed composite solution of soil nailing with Gabion fascia at bottom and reinforced soil system with TerraMeshView
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CUT-SLOPE STABILISATION USING SOIL NAILING AT VILLUKURI
CUT-SLOPE STABILISATION USING SOIL NAILING AT VILLUKURI
As per geotechnical investigations carried out between KM 43/000 to KM 70/250, rocky strata is overlain by lateritic soil, clayey soil, river and coasView
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DEBRIS FLOW MITIGATION MEASURES NEAR KEDARNATH TEMPLE
DEBRIS FLOW MITIGATION MEASURES NEAR KEDARNATH TEMPLE
Considering the extremely challenging site situation and requirement of system that can be dismantled, easy to transport and install, solution with ErView
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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 slopeView
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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 tView
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DISMANTLING WORKS OF UNSTABLE ROCK BOULDER LOCATED AT GAYA, BIHAR
DISMANTLING WORKS OF UNSTABLE ROCK BOULDER LOCATED AT GAYA, BIHAR
Immediate protection measure for the massive boulder which was in the verge of sliding has been done by wrapping the boulder with High Energy AbsorptiView
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EARTH RETENTION WITH GABION WALL AT EON IT PARK
EARTH RETENTION WITH GABION WALL AT EON IT PARK
Considering the site conditions, it was decided to construct a gabion retaining wall to mitigate the specified problem. Maccaferri gabions are rectangView
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EROSION CONTROL AT BHAUPUR KHURJA RAILWAY EMBANKMENT
EROSION CONTROL AT BHAUPUR KHURJA RAILWAY EMBANKMENT
Maccaferri has developed wide range of erosion control solutions that are applicable after judicious assessment of the slope angle and extent of erosiView
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EROSION CONTROL MEASURES – VALLEY SIDE – HELANG, UTTARAKHAND
EROSION CONTROL MEASURES – VALLEY SIDE – HELANG, UTTARAKHAND
Reinforced soil structure (Maccaferri’s Paramesh system) has been constructed as the road side retention measures. In order to provide the toe sidView
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EROSION CONTROL MEASURES ALONG ARIYALUR BYPASS OF NH, TAMIL NADU
EROSION CONTROL MEASURES ALONG ARIYALUR BYPASS OF NH, TAMIL NADU
To address erosion control, Maccaferri has supplied biodegradable erosion control mat (woven coir mat (BioMac CCW)) and hydraulically applied erosionView
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EROSION CONTROL MEASURES ALONG C-Z ROAD, NAGALAND, INDIA
EROSION CONTROL MEASURES ALONG C-Z ROAD, NAGALAND, INDIA
To protect the slope, hydraulically applied erosion control measures comprising of MacFlex HP FGM (HECP), and other agronomic amendments are appliedView
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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) aView
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EROSION CONTROL MEASURES ALONG NH 39, MANIPUR, INDIA
EROSION CONTROL MEASURES ALONG NH 39, MANIPUR, INDIA
To protect the slope, hydraulically applied erosion control measures comprising of MacFlex HP FGM (HECP), MacGanics BSM (top soil alternative) and othView
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EROSION CONTROL MEASURES FOR HINDALCO’S MINE AT MURI, JHARKHAND
EROSION CONTROL MEASURES FOR HINDALCO’S MINE AT MURI, JHARKHAND
To protect the slope, Maccaferri used Hydraulically Applied Erosion Control materials – MacFlex, MacGanics and other agronomic amendments such as AquaView
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EROSION CONTROL MEASURES FOR RAILWAY EMBANKMENT AT LUCKNOW
EROSION CONTROL MEASURES FOR RAILWAY EMBANKMENT AT LUCKNOW
Maccaferri has suggested the erosion control system consisting of rolled erosion control product (RECP)- MacMat R (steel reinforced synthetic geomat) View
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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 erosionView
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EROSION CONTROL MEASURES TRIAL AT HINDALCO’S MURI PLANT
EROSION CONTROL MEASURES TRIAL AT HINDALCO’S MURI PLANT
To protect the slope, Maccaferri suggested Hydraulically Applied Erosion Control materials – MacFlex, MacGanics and other agronomic amendments such asView
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EROSION CONTROL MEASURES TRIAL AT HINDALCO’S RENUKOOT PLANT
EROSION CONTROL MEASURES TRIAL AT HINDALCO’S RENUKOOT PLANT
To protect the slope, Maccaferri suggested Hydraulically Applied Erosion Control materials – MacFlex, MacGanics and other agronomic amendments such asView
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EROSION CONTROL MEASURES TRIAL AT KANNUR INTERNATIONAL AIRPORT
EROSION CONTROL MEASURES TRIAL AT KANNUR INTERNATIONAL AIRPORT
To protect the slope, Maccaferri suggested Hydraulically Applied Erosion Control products (HECPs)- MacFlex, MacGanics and other agronomic amendments sView
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EROSION CONTROL TRIAL ALONG OOTY STATE HIGHWAY, TAMILNADU
EROSION CONTROL TRIAL ALONG OOTY STATE HIGHWAY, TAMILNADU
To carry out the trial in identified slope area of 300 sq.m, Maccaferri suggested surface nails (Self drilling Anchors (SDA) of 32mm dia.), 3D erosionView
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EROSION CONTROL TRIALS DONE ON RAILWAY EMBANKMENT AT HOSHANGABAD
EROSION CONTROL TRIALS DONE ON RAILWAY EMBANKMENT AT HOSHANGABAD
To protect the slope, Maccaferri suggested Hydraulically Applied Erosion Control materials – MacFlex, MacGanics and other agronomic amendments such asView
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EROSION CONTROL TRIALS DONE ON RAILWAY EMBANKMENT, CHATTISGARH
EROSION CONTROL TRIALS DONE ON RAILWAY EMBANKMENT, CHATTISGARH
To protect the slope, Maccaferri suggested Hydraulically Applied Erosion Control materials – MacFlex, MacGanics and other agronomic amendments such asView
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EROSION CONTROL TRIALS DONE ON RED MUD OB DUMP AT BELAGAVI
EROSION CONTROL TRIALS DONE ON RED MUD OB DUMP AT BELAGAVI
To protect the slope, Maccaferri suggested Hydraulically Applied Erosion Control materials – MacFlex, MacGanics and other agronomic amendments such asView
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EROSION CONTROL WORKS ON SONA RIVER
EROSION CONTROL WORKS ON SONA RIVER
A gabion wall was constructed to protect further erosion of the pier of the existing bridge on the Sona river. Slope revetment protection was done usView
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EROSION PROTECTION WORKS ALONG BANKS OF BRAHMAPUTRA RIVER
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&#View
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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 toView
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FLOOD PROTECTION WORKS ON RIGHT BANK OF NARMADA RIVER
FLOOD PROTECTION WORKS ON RIGHT BANK OF NARMADA RIVER
Considering the river bank erosion happening constantly in this region and leading to loss of land and property, Maccaferri suggested to go for simpleView
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FLY OVER AT PUNJAGUTTA JUNCTION
FLY OVER AT PUNJAGUTTA JUNCTION
Reinforced soil wall (RS wall) with concrete panels as facia and ParaWeb as reinforcement was selected as the best solution for the above problem. T-View
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FLYOVER FOR BRIDGE ACROSS CHAKKAI CANAL
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 View
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FORMATION TREATMENT WORK IN AGARTALA SABROOM BG RAILWAY LINE (NFR)
FORMATION TREATMENT WORK IN AGARTALA SABROOM BG RAILWAY LINE (NFR)
The consultant proposed woven multifilament geotextile as a separation & filtration purpose in between blanketing & subgrade material along with biaxiView
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FOUR LANING OF HYDERABAD – KARIMNAGAR-RAMAGUNDAM ROAD (SH-01)
FOUR LANING OF HYDERABAD – KARIMNAGAR-RAMAGUNDAM ROAD (SH-01)
Maccaferri proposed reinforced soil wall with concrete panels as facia. ParaWeb® as reinforcement was adopted due to its technical and economic advanView
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GABION CHECK DAM FOR KILLI RIVER,TRIVANDRUM
GABION CHECK DAM FOR KILLI RIVER,TRIVANDRUM
The main purpose of constructing the check dam was: 1) To recharge the ground water table and to recoup the water level in the nearby wells adjacent tView
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GABION RETAINING WALL AS WING WALL AT NH8 VADODARA-BHARUCH
GABION RETAINING WALL AS WING WALL AT NH8 VADODARA-BHARUCH
L & T’s conventional solution was to provide RCC retaining walls as wing walls for minor bridges and culverts. The in-situ soil was clayey in natureView
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GABION RETAINING WALL AT IT PARK MAGARPATTA, PUNE
GABION RETAINING WALL AT IT PARK MAGARPATTA, PUNE
Since black cotton soil is highly sensitive to seasonal moisture content variations and can lead to distress of the structure, foundation replacement View
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GABION RETAINING WALL AT MUMBAI PUNE EXPRESSWAY
GABION RETAINING WALL AT MUMBAI PUNE EXPRESSWAY
Retaining were deemed necessary. Gabions were preferrred because of its free draining nature and speed of construction. Another advantage of the effecView
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GABION RETAINING WALL FOR BARRAGE BANK PROTECTION, NASHIK
GABION RETAINING WALL FOR BARRAGE BANK PROTECTION, NASHIK
Gabion retaining walls were provided as the solution. The maximum height of retention for bank protection was 11m. Due to the presence of water, it waView
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GABION RETAINING WALLS AT GODA PARK
GABION RETAINING WALLS AT GODA PARK
A gabion wall for retaining the earth was constructed. The main function of a bank protection structure is to provide a substantial interface between View
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GABION WALL AT PANCHKARMA AYURVEDIC HOSPITAL
GABION WALL AT PANCHKARMA AYURVEDIC HOSPITAL
Considering weak soil parameters and seepage, a flexible free draining structure would be an ideal solution and the same was proposed with gabion wallView
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GABION WALL FOR KOLLAM-SHENKOTTA SECTION GUAGE CONVERSION
GABION WALL FOR KOLLAM-SHENKOTTA SECTION GUAGE CONVERSION
Gabions were proposed to construct the retaining wall because of its free draining nature and speed of construction. Another advantage was the effectiView
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GABION WALLS AT AHMEDABAD VADODARA EXPRESSWAY
GABION WALLS AT AHMEDABAD VADODARA EXPRESSWAY
Maccaferri provided gabions for the wing walls and culverts since that was the most preferred solution because of its flexibility and free draining naView
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GABION WALLS AT SATARA-KOLHAPUR ROAD
GABION WALLS AT SATARA-KOLHAPUR ROAD
Conventional Structures like concrete walls were ruled out since it may require deep foundation because of the existence of the clay. So, gabion wallsView
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GABION WALLS FOR KSTP UPGRADATION, KERALA
GABION WALLS FOR KSTP UPGRADATION, KERALA
Consultants LBI proposed three alternatives such as gabion walls, random rubble walls and concrete walls out of which gabion walls were selected becauView
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GABION WALLS FOR MUNNAR VATTAVADA ROAD
GABION WALLS FOR MUNNAR VATTAVADA ROAD
Taking into consideration the critical situation at site, Maccaferri adopted Gabion for embankment and culverts head walls. The height of the walls whView
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GABION WALLS FOR OOTY-METTUPALAYAM ROAD
GABION WALLS FOR OOTY-METTUPALAYAM ROAD
National Highway Authority of India consulted Maccaferri for the problems faced by the Highway department for widening of existing road and retention View
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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, cView
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GABION WALLS FOR TRIVANDRUM-PONMUDI ROAD
GABION WALLS FOR TRIVANDRUM-PONMUDI ROAD
Gabion retaining walls were provided as the solution. The maximum height of retention for road embankment was 6m. The foundation at site was rocky in View
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GROUND IMPROVEMENT USING PRE-FABRICATED VERTICAL DRAIN ALONG WITH
GROUND IMPROVEMENT USING PRE-FABRICATED VERTICAL DRAIN ALONG WITH
Considering the extremely challenging site situation in terms of weak, compressible foundation strata, Maccaferri suggested the pre-fabricated verticaView
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GUIDE BUND & RIVER PROTECTION WORKS ON RIVER GANGA NEAR ALLAHABAD
GUIDE BUND & RIVER PROTECTION WORKS ON RIVER GANGA NEAR ALLAHABAD
Usually, riprap (pitching) is used for river bank and guide bund protection. Thickness of such riprap vary from 0.3m to 2m as per design. Gabion mattrView
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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-View
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JAIPUR-KISHANGARH EXPRESSWAY
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 aView
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KONKAN RAILWAY (KRCL) ROUTE
KONKAN RAILWAY (KRCL) ROUTE
Maccaferri Gabion walls with stepped rear face were adopted in many vulnerable stretches of hill cuttings of Konkan Railway. Backfill soil was carefulView
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LAKE PROTECTION WORKS IN NAVI MUMBAI
LAKE PROTECTION WORKS IN NAVI MUMBAI
The existing UCR Wall had failed to protect the lake banks, and so the client was in favor of an environment friendly solution, so a gabion retaining View
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LANDFILL PROJECT AT GYASPUR VILLAGE
LANDFILL PROJECT AT GYASPUR VILLAGE
The scope of work for Maccaferri was supplying, laying and joining of the geomembrane (1.5mm thick) at the bottom and on the slopes. The geomembrane cView
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LANDFILL PROJECT FOR PINCOL PARA  GARULIA MUNICIPAL CORPORATION
LANDFILL PROJECT FOR PINCOL PARA  GARULIA MUNICIPAL CORPORATION
The KMDA has designed a landfill which has a total area of about 4168 sqm. The secured landfill consists of 4 slopes of approximately 4.5 m height. 1View
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LANDSLIDE MITIGATION WITH FLEXIBLE STRUCTURES IN JHARKHAND
LANDSLIDE MITIGATION WITH FLEXIBLE STRUCTURES IN JHARKHAND
The State Road Construction Department was on look out for appropriate mass gravity wall for slope stabilisation. Gabion retaining walls were selectedView
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LANDSLIDE PROTECTION WORKS WITH GABION RETAINING WALL AT NH-47
LANDSLIDE PROTECTION WORKS WITH GABION RETAINING WALL AT NH-47
National Highway Authority of India asked solutions for the problem to Maccaferri India. They required a speedy solution since the proposed site was oView
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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-beiView
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MANGALA PROCESSING TERMINAL GABION FLOOD PROTECTION SCHEME
MANGALA PROCESSING TERMINAL GABION FLOOD PROTECTION SCHEME
System is designed in such a way that the Gabion retaining wall along with apron & lower revetment can minimize the effect of rainfall, erosion or anyView
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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 duView
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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 View
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MUCK DISPOSAL FROM RAMPUR HYDROELECTRIC POWER PLANT
MUCK DISPOSAL FROM RAMPUR HYDROELECTRIC POWER PLANT
With consideration of specified problem, it was decided to dump the muck on the upper slopes of the Satluj river. To avoid the muck from falling down View
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MUMBAI PUNE EXPRESSWAY – ROCKFALL MITIGATION WORKS AT GHAT SECTION
MUMBAI PUNE EXPRESSWAY – ROCKFALL MITIGATION WORKS AT GHAT SECTION
After conducting detailed engineering investigation and taking geological and geotechnical observations of the experts into consideration, Maccaferri View
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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 thView
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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 infrastructureView
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NEW MODI LEKHNATH 132 KV TRANSMISSION LINE PROJECT
NEW MODI LEKHNATH 132 KV TRANSMISSION LINE PROJECT
The following Structures had been designed by Maccaferri based on the available river hydrology and topographical information: (1) River Bank ProtectView
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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 witView
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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 helpsView
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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 aView
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PARAMESH WALL AT KALIAPANI CHROMITE MINES
PARAMESH WALL AT KALIAPANI CHROMITE MINES
Reinforced soil wall was considered as an ideal solution. Paramesh wall system consisting of Terramesh (gabion facia units with an integrated double tView
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PAVEMENT STRENGTHENING AT AIRFORCE STATION, KALAIKUNDA
PAVEMENT STRENGTHENING AT AIRFORCE STATION, KALAIKUNDA
Damaged pavement was required to be repaired by placing an asphalt layer to increase the load carrying capacity of the pavement section so that it caView
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PAVEMENT STRENGTHENING AT NADIA – KAPADWANJ – MODASA ROAD
PAVEMENT STRENGTHENING AT NADIA – KAPADWANJ – MODASA ROAD
Current pavement was needed to be repaired by placing an asphalt layer to increase the load carrying capacity of the pavement section. However the abiView
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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 View
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POND LINING WORKS AT LANJHA
POND LINING WORKS AT LANJHA
Considering water seepage and storage problems, an impermeable lining of the pond was the ideal solution. The side slopes of the pond were dressed iView
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PROTECTION FROM SEA EROSION USING GEOTEXTILE TUBE IN AMBALAPUZHA
PROTECTION FROM SEA EROSION USING GEOTEXTILE TUBE IN AMBALAPUZHA
Maccaferri’s expertise and engineering solutions were integrated in this project. The Irrigation department, Govt of Kerala, decided to construct aView
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REFURBISHMENT OF SPURS & BANK PROTECTION OF ERODING ZONE IN KULPI
REFURBISHMENT OF SPURS & BANK PROTECTION OF ERODING ZONE IN KULPI
In order to protect bank from waves and current, transverse structures were needed to be provided which will deflect the water away from the river banView
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REHABILITATION & WIDENING OF NH-09 HYDERABAD TO VIJAYAWADA SECTION
REHABILITATION & WIDENING OF NH-09 HYDERABAD TO VIJAYAWADA SECTION
Gabion retaining walls were provided as the solution for the problem mentioned. The maximum height of retention for road embankment was 5m. Due to theView
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REINFORCED SOIL STRUCTURE AT MB ROAD
REINFORCED SOIL STRUCTURE AT MB ROAD
Reinforced Soil Wall with concrete panels as facia and Geogrid as reinforcement was selected as the best solution for the above problem. Cruciform shaView
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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 reinforceView
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REINFORCED SOIL WALL AT JAGATPURA RAILWAY CROSSING
REINFORCED SOIL WALL AT JAGATPURA RAILWAY CROSSING
Reinforced Soil Wall with concrete panels as facia and ParaWeb® as reinforcement was selected as the best solution for the above problem. ParaWeb sView
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REINFORCED SOIL WALL AT MIDC CHAKAN,
REINFORCED SOIL WALL AT MIDC CHAKAN,
Fill material for retaining wall was proposed to be crushed stone. ParaWeb was chosen as soil reinforcement in view of better resistance to installatiView
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REINFORCED SOIL WALL AT WATSON PHARMA, GOA
REINFORCED SOIL WALL AT WATSON PHARMA, GOA
Maccaferri proposed RS wall with concrete panels as fascia and ParaWeb® as reinforcement for the boundary retaining wall because this system has seveView
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REINFORCED SOIL WALL FOR ARRIVAL & DEPARTURE RAMPS AT RGI AIRPORT
REINFORCED SOIL WALL FOR ARRIVAL & DEPARTURE RAMPS AT RGI AIRPORT
Out of the various alternatives available, reinforced soil (RS) wall system (MacRes) with precast concrete panels as fascia and Paraweb as reinforcemeView
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REINFORCED SOIL WALL FOR ASH POND IN BELLARY
REINFORCED SOIL WALL FOR ASH POND IN BELLARY
Reinforced soil panel wall using Paraweb® (MacRes® system) was proposed to build the embankment within available width. The system is comprised of dView
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REINFORCED SOIL WALL FOR HIMMATNAGAR ROB
REINFORCED SOIL WALL FOR HIMMATNAGAR ROB
Out of the various alternatives available, reinforced soil (RS) walls with segmental block as facia and geogrid as reinforcement was selected by the RView
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REINFORCED SOIL WALL FOR ROB FOR JNPT DRY PORT AT JALNA
REINFORCED SOIL WALL FOR ROB FOR JNPT DRY PORT AT JALNA
Reinforced Soil (RS) wall system (MacRes) with concrete panels as facia and ParaWeb as reinforcement was selected as the best solution for the above pView
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REINFORCED SOIL WALL FOR VUP AT KEMPEGOWDA INTERNATIONAL AIRPORT
REINFORCED SOIL WALL FOR VUP AT KEMPEGOWDA INTERNATIONAL AIRPORT
Compared to conventional structures, RS Wall system with precast concrete panels as facia and Paraweb as reinforcement was selected as the best solutiView
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REINFORCED SOIL WALLS ALONG THE STRETCH OF FIROZABAD & ETAWAH
REINFORCED SOIL WALLS ALONG THE STRETCH OF FIROZABAD & ETAWAH
Reinforced Soil Wall system (MacRes) was proposed over conventional RCC wall due to its economy, flexibility, aesthetics and quick construction. RS WaView
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RESTORATION OF GILBERT HILL
RESTORATION OF GILBERT HILL
Considering the space restrictions at toe of hill, presence of buildings in the vicinity and nearly vertical slopes, secured drapery system with rasteView
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RETENTION AND BOX CULVERT PROTECTION WORKS, VADODARA
RETENTION AND BOX CULVERT PROTECTION WORKS, VADODARA
Maccaferri’s Terramesh system with gabion facia and ParaLink as primary reinforcement and mesh as a secondary reinforcement was selected as the beView
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RETENTION WORKS FOR HAJJ HOUSE
RETENTION WORKS FOR HAJJ HOUSE
Considering the heights to be retained, expected loads, site constraints and client requirements, Maccaferri proposed a Paramesh System which is very View
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RETENTION WORKS FOR JOJOBERA GU EXPANSION
RETENTION WORKS FOR JOJOBERA GU EXPANSION
Keeping in mind all the aspects of project, the client decided to go with Maccaferri's products. Considering the scope of project and client'sView
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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 GreeView
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RIVER BANK PROTECTION FOR MULA RIVER AT SANGAM BRIDGE
RIVER BANK PROTECTION FOR MULA RIVER AT SANGAM BRIDGE
At the location 1, to protect the bungalow as well as bank, a gabion wall (Zn +PVC coated mesh type 10X12; 2.7/3.7 mm wire dia) of height 6m was constView
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RIVER BANK PROTECTION FOR TAWI RIVER
RIVER BANK PROTECTION FOR TAWI RIVER
Considering the described problem, it was suggested to provide an erosion control structure which will withstand the water forces and control the flooView
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ROAD OVER BRIDGE NEAR DIBRUGARH (ROB 15)
ROAD OVER BRIDGE NEAR DIBRUGARH (ROB 15)
For retaining the bridge approaches, Maccaferri proposed ParaWeb® wall system (i.e. reinforced soil system) as the retaining wall. In order to avoid View
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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 compactedView
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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 anchoringView
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ROCKFALL MITIGATION – KHANDALA (MUMBAI CORRIDOR), MUMBAI–PUNE EW
ROCKFALL MITIGATION – KHANDALA (MUMBAI CORRIDOR), MUMBAI–PUNE EW
After conducting thorough investigation and taking into consideration the observations of geological experts and geotechnical engineers, Maccaferri haView
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ROCKFALL MITIGATION – MONKEY HILL- THAKURWADI STRETCH-116/300 -500
ROCKFALL MITIGATION – MONKEY HILL- THAKURWADI STRETCH-116/300 -500
As per the site observations, previous history of rockfall incidents in this area and analysis, a critical location along chainage km 116/300 – 116/View
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ROCKFALL MITIGATION -NEAR ADOSHI TUNNEL, MUMBAI –PUNE EW
ROCKFALL MITIGATION -NEAR ADOSHI TUNNEL, MUMBAI –PUNE EW
After conducting thorough investigation and taking into consideration the observations of geological experts and geotechnical engineers, Maccaferri haView
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ROCKFALL MITIGATION ALONG NEAR AMRUTANJAN BRIDGE, MUMBAI -PUNE EW
ROCKFALL MITIGATION ALONG NEAR AMRUTANJAN BRIDGE, MUMBAI -PUNE EW
After conducting thorough investigation and taking into consideration the observations of geological experts and geotechnical engineers, Maccaferri haView
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ROCKFALL MITIGATION ALONG RAILWAY LINE CUT SLOPES-DUDHNOI
ROCKFALL MITIGATION ALONG RAILWAY LINE CUT SLOPES-DUDHNOI
Traditional rockfall mitigation solution is using drapery meshes function by controlling the falling rocks behind a containment curtain of drapery mesView
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ROCKFALL MITIGATION MEASURES AGAINST FALLING BOULDERS AT GHOLTEER
ROCKFALL MITIGATION MEASURES AGAINST FALLING BOULDERS AT GHOLTEER
As per the site observations and previous history of rockfall incidents in this area, existing nallah location between Ch 379+450 km to Ch 379+550 km View
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ROCKFALL MITIGATION MEASURES ALONG KONKAN RAILWAY ROUTE,INDIA
ROCKFALL MITIGATION MEASURES ALONG KONKAN RAILWAY ROUTE,INDIA
Based upon the problem, different solutions were proposed in this project. To mitigate rockfall from the hill side slopes, mechanically woven hexagonView
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ROCKFALL MITIGATION MEASURES AT PATALGANGA VALLEY, UTTARAKHAND
ROCKFALL MITIGATION MEASURES AT PATALGANGA VALLEY, UTTARAKHAND
As per the site observations and previous history of rockfall incidents in this area, 4 critical locations are identified as the critical locations baView
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ROCKFALL MITIGATION MEASURES FOR HILL SLOPE AT SHRI RAM LAXMAN GAD
ROCKFALL MITIGATION MEASURES FOR HILL SLOPE AT SHRI RAM LAXMAN GAD
Selection of rockfall mitigation was done in such a way that the drapery/netting shall be capable of retaining detached boulders of small as well as lView
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ROCKFALL MITIGATION MEASURES FOR PEACOCK PROJECT, RABALE
ROCKFALL MITIGATION MEASURES FOR PEACOCK PROJECT, RABALE
After studying the geological and topographical details, suitable rockfall mitigation solutions were devised to contain rocks falling from the face. TView
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ROCKFALL MITIGATION WORKS ALONG RAILWAY TRACK – VANGAL AND KARUR
ROCKFALL MITIGATION WORKS ALONG RAILWAY TRACK – VANGAL AND KARUR
To reduce the risk of falling rock from cut slope of approx. 15m on to the railway line, Maccaferri proposed secured drapery system with raster of naiView
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ROCKFALL MITIGATION WORKS ALONG SOUTH-WESTERN RAILWAYS, KARNATAKA
ROCKFALL MITIGATION WORKS ALONG SOUTH-WESTERN RAILWAYS, KARNATAKA
As per the site observations and previous history of rockfall events, multiple locations have been identified as the critical locations. Among these,View
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ROCKFALL MITIGATION WORKS AT SAPTHSHRUNGI  
ROCKFALL MITIGATION WORKS AT SAPTHSHRUNGI  
Presence of heavy joint loose rock mass at the top of the cliff, and multiple vertical open joints in rock mass on vertical slope above and around theView
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ROCKFALL MITIGATION WORKS AT ST-1 OF TEESTA STAGE-III HEP, SIKKIM
ROCKFALL MITIGATION WORKS AT ST-1 OF TEESTA STAGE-III HEP, SIKKIM
As per the site observations and previous history of rockfall events, the critical location above the spillway tunnel, ST-1 has been identified based View
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ROCKFALL MITIGATION WORKS ON HILLSIDE – HELANG, UTTARAKHAND
ROCKFALL MITIGATION WORKS ON HILLSIDE – HELANG, UTTARAKHAND
The selection of system had to be resilient to subsurface water, high seismic forces, and steep topography. On the hillside, where there is a rocky stView
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ROCKFALL MITIGATION WORKS- CS DAM TOP-TEESTA STAGE-III HEP, SIKKIM
ROCKFALL MITIGATION WORKS- CS DAM TOP-TEESTA STAGE-III HEP, SIKKIM
As per the site observations and previous history of rockfall events, the critical location above the Chute Spillway(CS) Dam top has been identified bView
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ROCKFALL MITIGATION WORKS- DHAULIGANGA HEP STATION, UTTARAKHAND
ROCKFALL MITIGATION WORKS- DHAULIGANGA HEP STATION, UTTARAKHAND
As per the site observations and previous history of rockfall events, the stretch above the buildings have been identified as the critical location baView
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ROCKFALL MITIGATION WORKS- MAT – TEESTA STAGE-III HEP, SIKKIM
ROCKFALL MITIGATION WORKS- MAT – TEESTA STAGE-III HEP, SIKKIM
As per the site observations and previous history of rockfall events, the critical location above the main access tunnel(MAT) portals for power house View
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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 anchoringView
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ROCKFALL PROTECTION WORK AT CCTEB, KHAD CITY RAJGURUNAGAR, PUNE
ROCKFALL PROTECTION WORK AT CCTEB, KHAD CITY RAJGURUNAGAR, PUNE
A rockfall mitigation solution involving secured drapery was installed to capture and contain rocks falling from the face. The close proximity of the View
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ROCKFALL PROTECTION WORKS ALONG RAILWAY LINE VANGAL & KARUR
ROCKFALL PROTECTION WORKS ALONG RAILWAY LINE VANGAL & KARUR
To reduce the risk of rockfall on to railway line, it was proposed to drape the surface of the exposed cut slope with HEA square panels and chain linkView
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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 thView
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SABARMATI RIVER FRONT DEVELOPMENT PROJECT
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 wView
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SHORE PROTECTION OF RIVER MAHANADI
SHORE PROTECTION OF RIVER MAHANADI
This was a world bank aided project. The project involved launching of pre-filled gabion mattress in India. In the rehabilitation process, the eroded View
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SIX LANING OF GURGAON-KOTPUTLI-JAIPUR SECTION OF NH-8
SIX LANING OF GURGAON-KOTPUTLI-JAIPUR SECTION OF NH-8
Maccaferri proposed a better alternative solution of placing a layer of MacDrain® behind the retaining wall, replacing the conventional drainage arrView
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SLOPE PROTECTION – ALONG PEDDAR ROAD NEAR MALABAR HILL, MUMBAI
SLOPE PROTECTION – ALONG PEDDAR ROAD NEAR MALABAR HILL, MUMBAI
Slope protection measures in the involving toe wall near the slope toe, biodegradable erosion control mat, mechanically woven double twist (DT) mesh wView
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SLOPE PROTECTION AT KOTESHWAR MAHADEV TEMPLE
SLOPE PROTECTION AT KOTESHWAR MAHADEV TEMPLE
As the temple was located in high flood zone it was necessary to provide retaining structure which is permeable and free draining. Taking in to consView
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SLOPE PROTECTION MEASURES – HILL SIDE SLOPE AT BIRAHI, UTTARAKHAND
SLOPE PROTECTION MEASURES – HILL SIDE SLOPE AT BIRAHI, UTTARAKHAND
After a judicious assessment of the site conditions, a combination of slope protection solutions along with a 100m long 3m high gabion toe wall has beView
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SLOPE PROTECTION WORKS AT ZIRAKPUR-PARWANOO SECTION NH-22
SLOPE PROTECTION WORKS AT ZIRAKPUR-PARWANOO SECTION NH-22
The highway concessionaire (Himalayan Expressway Ltd), Jaypee approached Maccaferri for providing a solution to overcome the slope hazards. The entirView
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SLOPE PROTECTION/ROCKFALL MITIGATION WORKS ALONG BOMDIR LUMLA ROAD
SLOPE PROTECTION/ROCKFALL MITIGATION WORKS ALONG BOMDIR LUMLA ROAD
The proposed solutions consist of following systems: Slide stretch: – Loose scaling – MacMat HS(+Bio-Engineering measures) with top anchoring and sView
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SLOPE RETENTION -ACCESS RAMP WALL OF ‘THE PROMONT’ HOUSING PROJECT
SLOPE RETENTION -ACCESS RAMP WALL OF ‘THE PROMONT’ HOUSING PROJECT
The solution comprised of Gabion retaining wall (Height – 4.5m to 14.0m) (with base and /or lateral anchoring) with surcharge soil slope of max. 30 deView
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SLOPE STABILISATION – TOP WALL OF ‘THE PROMONT’ HOUSING PROJECT
SLOPE STABILISATION – TOP WALL OF ‘THE PROMONT’ HOUSING PROJECT
Different combinations were proposed based on wall alignment, space availability, height and insitu strata topography. The general solutions are as fView
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SLOPE STABILISATION- BOTTOM WALL OF ‘THE PROMONT’ HOUSING PROJECT
SLOPE STABILISATION- BOTTOM WALL OF ‘THE PROMONT’ HOUSING PROJECT
The solution comprised of nailing (HYSD bars of 25mm dia) with Gabion facia of width 2m. The Gabion facia units had H-frame arrangement at the rear eView
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SLOPE STABILISATION- WALL NEAR CDP ROAD OF ‘THE PROMONT’ PROJECT
SLOPE STABILISATION- WALL NEAR CDP ROAD OF ‘THE PROMONT’ PROJECT
The solution comprised of nailing with Gabion facia for lower portion and Gabion wall at upper portion of the slope. The gabion facia units at foundaView
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SLOPE SURFACE EROSION PROTECTION WORKS
SLOPE SURFACE EROSION PROTECTION WORKS
The client was looking for the solution from which they can ensure easy installation and quick growth of vegetation.  The soil used to prepare slope View
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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 designView
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STABILISATION OF OVERBURDEN DUMPS IN SINGRAULI
STABILISATION OF OVERBURDEN DUMPS IN SINGRAULI
The slope was divided into fragments with berms in between. Gabion toe walls were placed at the toe of each slope fragment and mulching (to promote veView
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SUBGRADE IMPROVEMENT OF PAVEMENT
SUBGRADE IMPROVEMENT OF PAVEMENT
The solution involves, reinforcing the soft subgrade in order to improve the load bearing capacity and subgrade property in terms of CBR, by using biaView
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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 tView
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TEMPORARY PROTECTION MEASURES FOR  KIRATPUR-NERCHOWK PART OF NH-21
TEMPORARY PROTECTION MEASURES FOR  KIRATPUR-NERCHOWK PART OF NH-21
As per the site observations, multiple Rockfall barrier lines of nominal capacity 750kJ (RB 750 Plus) and 4 m height has been constructed for 300 m ovView
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TERRAMESH REINFORCED SOIL WALL TO APPROACH A RAILWAY OVER BRIDGE (
TERRAMESH REINFORCED SOIL WALL TO APPROACH A RAILWAY OVER BRIDGE (
The Terramesh System was preferred due to the cost effectiveness when compared with alternative solutions. The construction of Terramesh in fact did nView
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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 ParaView
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TERRAMESH SYSTEM AT NAGAR
TERRAMESH SYSTEM AT NAGAR
Terramesh (back to back) with a gabion facia was adopted as a solution. Terramesh was selected over other types of reinforced soil wall systems due toView
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TERRAMESH WALL SYSTEM IN NANDGAON
TERRAMESH WALL SYSTEM IN NANDGAON
Terramesh with gabion facia was adopted as a solution. It was the first of its kind for the client, Maharashtra State Road Development Corporation LimView
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TSHO ROLPA GLACIER LAKE OUT BURST PROTECTION WORK
TSHO ROLPA GLACIER LAKE OUT BURST PROTECTION WORK
Lined canal (using Gabions and Reno Mattresses) and a gated structure was constructed for controlled discharge of water which helped lower the water lView
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VADODARA-MUMBAI EXPRESSWAY – TWO TIERED WALL
VADODARA-MUMBAI EXPRESSWAY – TWO TIERED WALL
Out of the various alternatives, Reinforced Soil (RS) Wall system MacRes with precast concrete panels as fascia and BBA certified ParaWeb geostrip as View
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VARIOUS STRUCTURES AT ANANDPUR SAHIB CANAL AT NH-21
VARIOUS STRUCTURES AT ANANDPUR SAHIB CANAL AT NH-21
Reinforced soil wall with concrete panels as facia and Paraweb as reinforcement was selected as the best solution. Three types of panels were used as View
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