{"id":31627,"date":"2023-07-14T13:55:27","date_gmt":"2023-07-14T11:55:27","guid":{"rendered":"https:\/\/www.maccaferri.com\/ph\/?page_id=31627"},"modified":"2023-07-14T13:55:33","modified_gmt":"2023-07-14T11:55:33","slug":"success-stories","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/ph\/success-stories\/","title":{"rendered":"SUCCESS STORIES"},"content":{"rendered":"
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Success Stories<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
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\"115<\/a><\/div>
115 MWAC BARAS SOLAR POWER PLANT CHANNEL LINING SOLUTION<\/h6><\/a>To address dangers of channel instability such as erosion and scouring while providing great value for overall drainage cost, Maccaferri\u2019s Double Tw<\/span>View <\/a>
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\"12<\/a><\/div>
12 UNITS GRAIN SILOS IN TALAVERA, NUEVA ECIJA<\/h6><\/a>Maccaferri recommended installing two layers of cross-laid 80 kN\/m geogrids 0.25 m below the base of the footing having a spacing of 0.25 m as well. T<\/span>View <\/a>
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\"20MW<\/a><\/div>
20MW ORMOC BATTER ENERGY STORAGE SYSTEM \u2013 SLOPE PROTECTION<\/h6><\/a>To address dangers of slope instability such as surficial erosion, Maccaferri\u2019s Erosion Control Mat – MacMat R were used for the slope protection of<\/span>View <\/a>
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\"32<\/a><\/div>
32 SANSON BY ROCKWELL<\/h6><\/a>Based on the data provided by the Project Consultant, Maccaferri engineers recommended a mechanically-stabilized earth (MSE) wall system using Terram<\/span>View <\/a>
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\"44<\/a><\/div>
44 YEAR OLD GABION STRUCTURE<\/h6><\/a>As the cliff was above the normal high tide level, it was  considered sufficient to construct a stepped retaining wall   from mass<\/span>View <\/a>
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\"50<\/a><\/div>
50 YEAR OLD GABION STRUCTURE – RIVER HUMBER<\/h6><\/a>A \u2018half-tide\u2019 gabion wall, 2m high on an 18m wide gabion  apron (0.5m thick). The volume of protection was   approximately 13,<\/span>View <\/a>
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\"A<\/a><\/div>
A DURABLE WORKING PLATFORM FOR THE CEBU-CORDOVA LINK EXPRESSWAY<\/h6><\/a>Maccaferri Philippines (MPI) provided design and technical assistance and worked with the contractor, Cebu Link Joint Venture, a consortium composed o<\/span>View <\/a>
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\"AGRIPORT,<\/a><\/div>
AGRIPORT, MAYDON WHARF<\/h6><\/a>A raft foundation of Paralink \u2122 basal reinforcement was found to be the most cost-effective solution for this problem. Piled foundations would have <\/span>View <\/a>
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\"AGUS<\/a><\/div>
AGUS VI & VII HYDROELECTRIC POWER PLANTS<\/h6><\/a>The National Corporation engineers, in coordination with the general contractor (Altronics), approved the solution recommended by Maccaferri. To miti<\/span>View <\/a>
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\"AMBUKLAO<\/a><\/div>
AMBUKLAO DAM TAILRACE<\/h6><\/a>After careful evaluation of the site conditions, Maccaferri engineers recommended its MacFormer Type II geotextile grout mattress made of woven geot<\/span>View <\/a>
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\"AMBUKLAO<\/a><\/div>
AMBUKLAO DAM UPSTREAM SLOPE (PHASE I)<\/h6><\/a>After verifying site conditions and site challenges, the Project Consultant came up with a solution. The designed erosion protection of the upstream s<\/span>View <\/a>
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\"AMBUKLAO<\/a><\/div>
AMBUKLAO DAM UPSTREAM SLOPE (PHASE II)<\/h6><\/a>After verifying site conditions and site challenges, the Project Consultant came up with a solution. The designed erosion protection of the upstream s<\/span>View <\/a>
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\"AMUYONG\"<\/a><\/div>
AMUYONG<\/h6><\/a>Maccaferri proposed a 5m-high reinforced soil slope (RSS) for the project using MacGrid woven polyester geogrid for soil reinforcement combined with<\/span>View <\/a>
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\"ARTESANO<\/a><\/div>
ARTESANO GALLERIA<\/h6><\/a>The retaining walls were designed using a gravity gabion retaining system. The architectural boundary walls were defined with a maximum thickness of 5<\/span>View <\/a>
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\"ASTON<\/a><\/div>
ASTON HOTEL ANYER BREAKWATER STRUCTURE<\/h6><\/a>Breakwater is often constructed out of rocks or concrete, forming a wall or a submerged barrier parallel to the shore. Maccaferri Indonesia proposed t<\/span>View <\/a>
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\"ATI<\/a><\/div>
ATI PORT EXPANSION<\/h6><\/a>In order to address the challenge of improving the port expansion grounds at the Manila South Harbor, Asian Terminals Inc. (ATI) is implementing a cos<\/span>View <\/a>
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\"ATIMONAN-MAUBAN<\/a><\/div>
ATIMONAN-MAUBAN PROVINCIAL ROAD<\/h6><\/a>Based on the data provided by the A1E engineers and in cooperation with Project Consultant (GHD Pty. Ltd.), Maccaferri recommended a longitudinal pro<\/span>View <\/a>
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\"AVALANCHE<\/a><\/div>
AVALANCHE MITIGATION FOR MSP 11 NEAR ROHTANG TUNNEL<\/h6><\/a>Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow Er<\/span>View <\/a>
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\"AVALANCHE<\/a><\/div>
AVALANCHE MITIGATION FOR MSP 12 (L) NEAR ROHTANG TUNNEL<\/h6><\/a>Based on the prevailing difficult site conditions and short construction window available, flexible snow barriers comprising of snow umbrella (Snow Er<\/span>View <\/a>
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\"Ayala<\/a><\/div>
Ayala Land Alviera Detention Pond<\/h6><\/a>To support the flood mitigation strategy of the development, Maccaferri Philippines supplied Geosynthetic Clay Liner (GCL) as the lining material for <\/span>View <\/a>
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\"AZUDES<\/a><\/div>
AZUDES SITIO RAMSAR R\u00cdO DESAGUADERO<\/h6><\/a>To date, two of the six planned weirs have been constructed. For the construction of the curtain, approach works and the dissipation basin, gabion box<\/span>View <\/a>
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\"Bacolod<\/a><\/div>
Bacolod Sanitary Landfill<\/h6><\/a>To address the containment and environmental protection requirements of the Bacolod Sanitary Landfill, Maccaferri Philippines supplied both Geosynthet<\/span>View <\/a>
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\"BAFOKENG<\/a><\/div>
BAFOKENG CIVIC CENTRE MACWALL<\/h6><\/a>In keeping with their tradition of providing innovative, engineered solutions, Maccaferri Africa\/African Gabions proposed the use of the MacWall Compa<\/span>View <\/a>
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\"BALESIN<\/a><\/div>
BALESIN ISLAND CLUB JETTY<\/h6><\/a>For the temporary jetty, Maccaferri engineers recommended a gabion structure. Abundant coralline rocks found in the island was maximized for filling o<\/span>View <\/a>
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\"BALESIN<\/a><\/div>
BALESIN ISLAND CLUB RUNWAY<\/h6><\/a>Considering the challenges, Maccaferri engineers coordinated with the Project Consultant (TCGI Engineers) in coming up with an alternative solution. T<\/span>View <\/a>
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\"BARRAGEM<\/a><\/div>
BARRAGEM CAMPEIRA – CRISTAL\u00c2NDIA<\/h6><\/a>After complex hydrological studies, the dam was resized. The width of the spillway was increased to 125 metres and it was lined with PoliMac\u00ae gabions<\/span>View <\/a>
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\"BASECO<\/a><\/div>
BASECO COMPOUND RECLAMATION<\/h6><\/a>Based on an existing design, Maccaferri materials have been qualified and approved for the project. Maccaferri's MacTube made from high-strengt<\/span>View <\/a>
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\"BASF<\/a><\/div>
BASF AGRICULTURAL RESEARCH STATION<\/h6><\/a>Considering the space constraint and the dimension of the needed revetment protection structure, Maccaferri recommended its polymeric-coated gabion pr<\/span>View <\/a>
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\"BAY<\/a><\/div>
BAY BRIDGE, CALIFORNIA, 112-FOOT-TALL VEGETATED RSS<\/h6><\/a>Caltrans designed a 112-foot-high reinforced soil slope, sitting on top of a 21-foot-high Terramesh\u00ae system mechanically stabilized earth (MSE) wall <\/span>View <\/a>
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\"BE-ANTWERP<\/a><\/div>
BE-ANTWERP MALINAS<\/h6><\/a>The construction company firstly layed the ParaLink 950 rolls as indicated by Maccaferri\u00b4s technicians to create a stable foundation for the planned <\/span>View <\/a>
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\"BE-MECHELEN<\/a><\/div>
BE-MECHELEN R6<\/h6><\/a>The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the CUR normative (Netherlands). Since t<\/span>View <\/a>
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\"BEAVERNETTING<\/a><\/div>
BEAVERNETTING EVERTSOORD<\/h6><\/a>The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called b<\/span>View <\/a>
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\"BELFAST<\/a><\/div>
BELFAST HARBOUR<\/h6><\/a>The works included dregging of the new berth and  approaches. This involved the disposal of 500,000m3 of   material to sea with tr<\/span>View <\/a>
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\"BIFURCATION<\/a><\/div>
BIFURCATION A10\/171 ORLEANS<\/h6><\/a>The reinforced embankments made by Maccaferri formed the return walls of the C1 and C3 abutments of the PSI986 structure. This viaduct connects the A7<\/span>View <\/a>
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\"BOB<\/a><\/div>
BOB 230KV SWITCHYARD<\/h6><\/a>Maccaferri worked in coordination with Power Engineers to develop a proposal that included drawings, calculations and specifications for the channel a<\/span>View <\/a>
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\"BONHILL,<\/a><\/div>
BONHILL, STIRLING ROAD<\/h6><\/a>Maccaferri was approached by Barratt Homes to come up  with a suitable solution for the posed site problems. It was   agreed that <\/span>View <\/a>
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\"BORDERS<\/a><\/div>
BORDERS RAIL<\/h6><\/a>Maccaferri's gabions were used to support widened cuttings  extensively along the 35-mile route which connects   Edinburgh to <\/span>View <\/a>
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\"BROOMLANDS<\/a><\/div>
BROOMLANDS PRIMARY SCHOOL<\/h6><\/a>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 len<\/span>View <\/a>
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\"BRUG<\/a><\/div>
BRUG VAN DEN AZIJN<\/h6><\/a>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 concrete<\/span>View <\/a>
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\"BUILDING<\/a><\/div>
BUILDING OF THE HEAD OFFICE- GROUPE CHARIER<\/h6><\/a>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 claddin<\/span>View <\/a>
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\"BUSOL<\/a><\/div>
BUSOL WATERSHED<\/h6><\/a>Maccaferri\u2019s innovative complete system and environmentally friendly solution for rockfall mitigation and slope consolidation were used to protect t<\/span>View <\/a>
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\"CALIRAYA\"<\/a><\/div>
CALIRAYA<\/h6><\/a>The Project Consultant, in coordination with Maccaferri, recommended a gabion gravity wall for longitudinal protection. Polymeric-coated gabions were <\/span>View <\/a>
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\"CAMANAVA<\/a><\/div>
CAMANAVA FLOOD WALL<\/h6><\/a>After analysis of site conditions, Maccaferri engineers proposed its high-strength MacTex woven geotextile, which served as basal reinforcement to mi<\/span>View <\/a>
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\"CANTERA<\/a><\/div>
CANTERA ZIORDIA<\/h6><\/a>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 consis<\/span>View <\/a>
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\"CANYON<\/a><\/div>
CANYON RANCH EXPANSION<\/h6><\/a>Maccaferri engineers designed an economical and practical earth retaining structure for the project. After evaluation of site conditions and project <\/span>View <\/a>
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\"CARMEN,<\/a><\/div>
CARMEN, AGUSAN DEL NORTE<\/h6><\/a>Maccaferri ensures our solutions\u2019 reliability, effectiveness, and sustainability. The installation of Maccaferri\u2019s Active Rockfall Protection Syst<\/span>View <\/a>
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\"CARMEN-TAGUM<\/a><\/div>
CARMEN-TAGUM CITY COASTAL ROAD<\/h6><\/a>Given the proximity to wetlands, the construction of a road capable of supporting significant wheel loads appeared unfeasible without the implementati<\/span>View <\/a>
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\"CARMONA-GMA<\/a><\/div>
CARMONA-GMA BRIDGE ABUTMENT<\/h6><\/a>Maccaferri engineers designed a retaining structure composed of Terramesh system units. Terramesh system is typically used for construction of mechani<\/span>View <\/a>
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\"CATO<\/a><\/div>
CATO MANOR PIPELINE & ROAD PROTECTION<\/h6><\/a>Maccaferri Africa \/African Gabions was asked to propose a structure that would retain the affected road embankment. The proposed structure was a combi<\/span>View <\/a>
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\"CDO<\/a><\/div>
CDO ETERNAL GARDENS MEMORIAL PARK<\/h6><\/a>The client provided necessary data, thus allowed Maccaferri engineers to determine the most appropriate and economical alternative solution. Given spa<\/span>View <\/a>
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\"CEBU<\/a><\/div>
CEBU TRANSCENTRAL HIGHWAY<\/h6><\/a>Maccaferri Rockfall Protection system was used in mitigating these natural hazards as it proved to be extremely efficient in performing its function, <\/span>View <\/a>
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\"CHARLEROI<\/a><\/div>
CHARLEROI HOSPITAL<\/h6><\/a>The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri\u00b4s technicians to create a drainage layer. After the install<\/span>View <\/a>
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\"CHOI<\/a><\/div>
CHOI YING ESTATE DEVELOPMENT<\/h6><\/a>Maccaferri Gabions are cages which are engineered from double twisted hexagonal woven steel wire mesh. Delivered flat-packed, our gabions are assemble<\/span>View <\/a>
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\"CIRCULO<\/a><\/div>
CIRCULO VERDE<\/h6><\/a>Based on the data provided by the Project Consultant, an MSE wall system of heights varying from 5.5 meters to 8.9 meters, and with length of about <\/span>View <\/a>
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\"CLAVERIA,<\/a><\/div>
CLAVERIA, GINGOOG, MISAMIS ORIENTAL<\/h6><\/a>Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-bei<\/span>View <\/a>
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\"CLEANTECH<\/a><\/div>
CLEANTECH SOLAR POWER PLANT STORMWATER DRAINAGE<\/h6><\/a>Reno Mattress was chosen to replace the original design of reinforced concrete as linings of storm water drainage canals. Significant savings in const<\/span>View <\/a>
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\"CLIPPER<\/a><\/div>
CLIPPER WASH BANK PROTECTION<\/h6><\/a>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-l<\/span>View <\/a>
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\"CLOSE<\/a><\/div>
CLOSE ROAD – RIO RUIDOSO CROSSING STRUCTURE<\/h6><\/a>The proposed channel is approximately 28 feet wide and 6  feet tall. The proposed channel sidewalls will be stabilized   with gabi<\/span>View <\/a>
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\"COASTAL<\/a><\/div>
COASTAL PROTECTION WORKS USING GEOTEXTILE TUBES IN KOCHI (PETRONET)<\/h6><\/a>Existing rubble mound breakwater was planned to be extended towards sea by about 500m using geotextile tubes (MacTube). The purpose was to reduce the <\/span>View <\/a>
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\"COBHAM<\/a><\/div>
COBHAM SERVICES HGV PARKING AREA EXPANSION<\/h6><\/a>The proposal was to increase the HVG parking numbers by  79 new spaces, to the west of the petrol filling station. The   proposal <\/span>View <\/a>
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\"COLLEY<\/a><\/div>
COLLEY LANE SOUTHERN ACCESS ROAD<\/h6><\/a>The ParaLink LTPs will transfer loads of the mechanically  stabilised earth walls into the pile foundations beneath. The maximum height<\/span>View <\/a>
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\"COMPOSTELA<\/a><\/div>
COMPOSTELA STEEL ROLLING MILL<\/h6><\/a>Maccaferri recommended an economical, suitable, and environment-friendly mechanically-stabilized earth (MSE) wall system using MacGrid WG high-tenacit<\/span>View <\/a>
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\"CONSTRUCTION<\/a><\/div>
CONSTRUCTION DE LA ROUTE DE LA CORNICHE DE BRAZZAVILLE<\/h6><\/a>The Paraweb\u00ae MD45 geoband reinforcements were used and perfectly adapted to the intermediate material embankments (Type 3 according to NF EN 14475). <\/span>View <\/a>
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\"Construction<\/a><\/div>
Construction of Active Rockfall Protection System in San Miguel, Leyte<\/h6><\/a>To address these hazards, the Department of Public Works and Highways (DPWH) Regional Office VIII implemented an Active Rockfall Protection System des<\/span>View <\/a>
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\"CONSTRUCTION<\/a><\/div>
CONSTRUCTION OF FLOOD CONTROL STRUCTURES IN GANA, CABA, LA UNION<\/h6><\/a>To combat the persisting flooding in Caba, La Union, a strong flood control structure has been designed and implemented. The project features the cons<\/span>View <\/a>
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\"\u00c7\u00d6PLER<\/a><\/div>
\u00c7\u00d6PLER GOLD MINE ROCK FALL PROJECT<\/h6><\/a>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 <\/span>View <\/a>
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\"DANFOSS<\/a><\/div>
DANFOSS FACTORY<\/h6><\/a>Maccaferri were approached by Quattro Consult Limited in  July 2021 to propose a suitable high strength geogrid for use   as a bas<\/span>View <\/a>
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\"DAVAO<\/a><\/div>
DAVAO CITY DIVERSION ROAD<\/h6><\/a>Based on the survey data provided by DPWH Engineers, a seven-meter high MSE wall was designed using Maccaferri\u2019s MacWeb 3D cellular confinement sy<\/span>View <\/a>
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\"DEADMAN<\/a><\/div>
DEADMAN WASH, TSMC CHANNEL INFRASTRUCTURE<\/h6><\/a>Maccaferri worked with Wood Patel Engineering to design a hydraulic solution for the microprocessor manufacturer TSMC. To reduce the soil erosion alon<\/span>View <\/a>
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\"DEBRIS<\/a><\/div>
DEBRIS FLOW PROTECTION LERINI STREAM<\/h6><\/a>After a fierce challenge against the competitor, Maccaferri Balkans won this project thanks to a mix of high performing technical solutions, cost effe<\/span>View <\/a>
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\"DIDIPIO<\/a><\/div>
DIDIPIO MINE ACCESS ROAD<\/h6><\/a>The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slope<\/span>View <\/a>
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\"DIDIPIO<\/a><\/div>
DIDIPIO MINE ACCESS ROAD PHASE I<\/h6><\/a>The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc. (IPI), was approved by the customer. The slope pro<\/span>View <\/a>
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\"DIDIPIO<\/a><\/div>
DIDIPIO MINE ACCESS ROAD \u00a0PHASE II<\/h6><\/a>The solution proposed by Maccaferri, through its recommended contractor, Infratex Philippines Inc., was to use gabion gravity wall system as toe wall <\/span>View <\/a>
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\"DIGOS-MAKAR<\/a><\/div>
DIGOS-MAKAR ROAD<\/h6><\/a>With close coordination among DPWH personnel, Maccaferri engineers recommended a mechanically-stabilized earth (MSE) wall using Paramesh – a combinati<\/span>View <\/a>
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\"DILMUNIA<\/a><\/div>
DILMUNIA GRAND CANAL & MARINA (DGCM)<\/h6><\/a>The construction of the Dilmunia canal is the object of an international Tender. The tender design for the waterproofing works has been developed by t<\/span>View <\/a>
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\"EPIC<\/a><\/div>
EPIC TANK FARM FACILITY AND SITE DEVELOPMENT<\/h6><\/a>Maccaferri recommended to use geogrids to address the issue of soft soil and excessive settlement. The two meters excavated area will be filled with a<\/span>View <\/a>
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\"EROSION<\/a><\/div>
EROSION CONTROL AT CISUMDAWU TOLL ROAD-PHASE II-TUNNEL AREA<\/h6><\/a>The inclination of the slopes is 45\u00b0 degree (V:H = 1:1), referring to Public Works Ministry Specification \u201cSpesifikasi Khusus Interim SKh-1.3.17 Pe<\/span>View <\/a>
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\"Erosion<\/a><\/div>
Erosion Control at West Samal Solar Power Plant<\/h6><\/a>Following a detailed site assessment, MacMat\u00ae R1 005 was selected as the most effective erosion control solution for the project. MacMat\u00ae R1 005 is <\/span>View <\/a>
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\"EROSION<\/a><\/div>
EROSION CONTROL MEASURES ALONG GANDAK RIVER BANK, BIHAR<\/h6><\/a>Maccaferri has proposed the erosion control system consisting of rolled erosion control products (RECP)-MacMat R (Steel reinforced synthetic geomat) a<\/span>View <\/a>
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\"EROSION<\/a><\/div>
EROSION CONTROL MEASURES ON RAILWAY EMBANKMENT, RAJASTHAN<\/h6><\/a>To prevent the soil erosion on the embankment slopes, Maccaferri offered different solutions based on the slope height to be protected against erosion<\/span>View <\/a>
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\"EXPO<\/a><\/div>
EXPO HOUSE AT DOHA EXPO 2023<\/h6><\/a>Maccaferri was chosen as the technology provider for the GREEN COVER SYSTEM; thanks to the wide range of geosynthetic products in our portfolio that c<\/span>View <\/a>
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\"EXTENSION<\/a><\/div>
EXTENSION OF THE CHANTERAINES PARK<\/h6><\/a>The Conseil G\u00e9n\u00e9ral 92 chose double-twist gabion cages because they allow the filling materials to show through easily. The infill stone chosen come<\/span>View <\/a>
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\"FCF<\/a><\/div>
FCF MINERALS ROM PAD<\/h6><\/a>Based on the data provided by FCF Minerals engineers and with the supervision of the Project Consultant (PAIE), Maccaferri engineers recommended a 29m<\/span>View <\/a>
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\"FCF<\/a><\/div>
FCF MINERALS SPILLWAY<\/h6><\/a>The Project Consultant, GHD Philippines, designed a raised spillway for the customer. The said spillway was composed of a series of weirs to retard th<\/span>View <\/a>
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\"FESTIVAL<\/a><\/div>
FESTIVAL SUPERMALL MOUND PROMONTORY<\/h6><\/a>After several discussions with FLI engineers, Maccaferri\u2019s robust erosion protection geoblanket (MacMat R) has been approved for the project. Due<\/span>View <\/a>
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\"FLOOD<\/a><\/div>
FLOOD EMERGENCY RESPONSE PROJECT<\/h6><\/a>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 to<\/span>View <\/a>
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\"FONTE<\/a><\/div>
FONTE DI VERSAILLES<\/h6><\/a>The owner (Paramount) agreed that a coastal defense retaining wall structure made was needed. In this, Maccaferri engineers recommended a gabion gravi<\/span>View <\/a>
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\"FOYLE<\/a><\/div>
FOYLE COLLEGE AND EBRINGTON PRIMARY SCHOOL AND NURSEY<\/h6><\/a>Maccaferri proposed the use of the MacWall Vertica 4\u00b0  Segmental Block Retaining Wall System. The 4\u00b0 batter of   this system cre<\/span>View <\/a>
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\"FV17<\/a><\/div>
FV17 LIAFJELLET-OLVIKVATNET<\/h6><\/a>Maccaferri, in cooperation with its local partner PRETEC AS, proposed an optimized solution to the contractor and the investor, aimed at enhancing the<\/span>View <\/a>
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\"Gabion<\/a><\/div>
Gabion Defense – Cajuca East Corridor<\/h6><\/a>The Provincial Municipality of Nazca was in charge of the technical file through its technical study department. The hydraulic approach they determine<\/span>View <\/a>
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\"GABION<\/a><\/div>
GABION WALLS FOR SAHARA AAMBY VALLEY CITY<\/h6><\/a>A series of self-draining, flexible, eco-friendly Gabion walls have been provided in Sahara Lake City along external\/internal roads, mini club area, c<\/span>View <\/a>
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\"GTW<\/a><\/div>
GTW RESIDENTIAL COMPOUND SLOPE PROTECTION<\/h6><\/a>The slope in the said area is a fill slope; hence, the combination of the use of system terramesh with wrap-around geogrid above was recommended in so<\/span>View <\/a>
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\"HALSEMA<\/a><\/div>
HALSEMA HIGHWAY<\/h6><\/a>The implementing agency (DPWH), the Consultant (BCEOM ), the Contractor (Daewoo), together with Maccaferri, agreed that the \u2018wrap-around\u2019 mechanic<\/span>View <\/a>
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\"HAMILO<\/a><\/div>
HAMILO COAST<\/h6><\/a>Maccaferri engineers recommended MacMat R, a reinforced erosion control geoblanket. The erosion control solution does not only addresses the problem b<\/span>View <\/a>
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\"HANJIN<\/a><\/div>
HANJIN SUBIC SHIPYARD<\/h6><\/a>As a result, the Project Consultant (E.R. Sibulan Construction) designed a solution. After site investigation, Maccaferri engineers proposed a cheap <\/span>View <\/a>
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\"HAROLD<\/a><\/div>
HAROLD COURT EAST REGIONAL SERVICE CENTER<\/h6><\/a>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 challe<\/span>View <\/a>
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\"HASANKEYF<\/a><\/div>
HASANKEYF ARCHEOPARK PROJECT<\/h6><\/a>The retaining walls, which will reach a height of 27 meters within the scope of the Hasankeyf archeopark project, has been designed with Terramesh Sys<\/span>View <\/a>
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\"HELMHOLTZ-ZENTRUM<\/a><\/div>
HELMHOLTZ-ZENTRUM BERLIN ADLERSHOF<\/h6><\/a>The company Secon Systems GmbH, partner of Maccaferri for the German market, provided full assistance, proposing a solution with the so-called beaver-<\/span>View <\/a>
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\"HOLCIM<\/a><\/div>
HOLCIM BULACAN CEMENT PLANT<\/h6><\/a>The solution proposed by Maccaferri, in coordination with the contractor, was to use a polymeric-coated double-twist rockfall net acting as a simple d<\/span>View <\/a>
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\"HOLCIM<\/a><\/div>
HOLCIM PHILIPPINES<\/h6><\/a>Maccaferri engineers has designed a gabion weir structure using polymeric-coated gabions. The abundance of rock fill materials in the quarry site has <\/span>View <\/a>
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\"HUHUGAM<\/a><\/div>
HUHUGAM HERITAGE CENTER<\/h6><\/a>The aesthetics of gabions were desirable, yet a traditional gabion retaining structure would be very expensive. Therefore Maccaferri suggested the use<\/span>View <\/a>
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\"Hydroseeding<\/a><\/div>
Hydroseeding in The Jack Nicklaus Course<\/h6><\/a>To address slope instability and erosion risks in the 450-hectare golf course development in Bamban, Tarlac, Hann\/Mace TPM proposed hydroseeding as a <\/span>View <\/a>
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\"IL<\/a><\/div>
IL GIARDINO RESIDENCES<\/h6><\/a>After studying the challenges of the project, Maccaferri engineers proposed a gabion gravity retaining wall system. Aside from being structurally soun<\/span>View <\/a>
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\"KAHUNA<\/a><\/div>
KAHUNA BEACH RESORT & SPA<\/h6><\/a>The solution proposed by Maccaferri engineers was a reinforced soil retaining structure known as MacWall. It uses MacGrid woven polyester geogrids a<\/span>View <\/a>
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\"KASA<\/a><\/div>
KASA LUNTIAN IN TAGAYTAY CREEK REVETMENT PROTECTION<\/h6><\/a>MacMat R was adopted as the best solution which fits the requirements of the client. MacMat R immediately increases the soil\u2019s resistance to erosion<\/span>View <\/a>
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\"KEMBALI<\/a><\/div>
KEMBALI COAST<\/h6><\/a>The solution proposed by Maccaferri engineers was a gabion groin structure to protect the shoreline against beach erosion due to tidal and wave effect<\/span>View <\/a>
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\"KILDARE<\/a><\/div>
KILDARE ROUTE: IRELANDS TRANSPORT 21 SCHEME<\/h6><\/a>Byrne Looby and Partners were engaged by main contractor Siac Ltd, to value engineer the originally designed proposals as detailed on the project draw<\/span>View <\/a>
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\"KOSOVO<\/a><\/div>
KOSOVO MOTORWAY PROJECT<\/h6><\/a>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 Syst<\/span>View <\/a>
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\"KURINGEN<\/a><\/div>
KURINGEN BRIDGE 19<\/h6><\/a>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 bee<\/span>View <\/a>
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\"LAGONOY<\/a><\/div>
LAGONOY – PRESENTACION ROAD, CAMARINES SUR, ROCKFALL BARRIER<\/h6><\/a>Maccaferri RB1500 has been proposed as it has undergone EAD 340059-00-0106 assessment and has proven to be a competent barrier. The fence is designed<\/span>View <\/a>
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\"LAGUNA<\/a><\/div>
LAGUNA GATEWAY INLAND CONTAINER TERMINAL<\/h6><\/a>After several discussions with ICTSI engineers and the Project Consultant, Maccaferri\u2019s filter point grout mattress (MFM Type II) was recommended at<\/span>View <\/a>
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\"L\u00d6TZGALERIE\"<\/a><\/div>
L\u00d6TZGALERIE<\/h6><\/a>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 challenge<\/span>View <\/a>
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\"LU-A13<\/a><\/div>
LU-A13 DUDELANGE-BURANGE<\/h6><\/a>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. 4,000<\/span>View <\/a>
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\"LUDO-LUYM<\/a><\/div>
LUDO-LUYM OIL STORAGE TANKS<\/h6><\/a>Maccaferri recommended the use of geogrids to address the insufficient bearing capacity of the soil. A backfill with a height of two meters from the b<\/span>View <\/a>
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\"M606<\/a><\/div>
M606 MOTORWAY \/ M62 JUNCTION<\/h6><\/a>Maccaferri\u2019s double twist woven gabions have been used to  create an approximately 450m, the combined length of road[1]side retaining wall<\/span>View <\/a>
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\"MAKILING-BANAHAW<\/a><\/div>
MAKILING-BANAHAW GEOTHERMAL POWER PLANT<\/h6><\/a>Maccaferri engineers recommended a simple drapery system using SteelGrid, which aimed to limit the movement of falling debris. And since the major con<\/span>View <\/a>
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\"MALINAO-GENERAL<\/a><\/div>
MALINAO-GENERAL LUNA ROAD SIARGAO ROCKFALL PROTECTION<\/h6><\/a>Constructing a slope protection system along these road sections will promote the road's resiliency and is geared to improve the life and well-bei<\/span>View <\/a>
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\"MANILA-CAVITE<\/a><\/div>
MANILA-CAVITE EXPRESSWAY<\/h6><\/a>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 du<\/span>View <\/a>
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\"MANILA-CAVITE<\/a><\/div>
MANILA-CAVITE EXPRESSWAY (R1 EXTENSION)<\/h6><\/a>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 du<\/span>View <\/a>
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\"Marginal<\/a><\/div>
Marginal Protection for the Tonameca River<\/h6><\/a>Emergency actions such as dredging and the establishment of temporary embankments were implemented. Subsequently, hydrological and topographic studies<\/span>View <\/a>
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\"MARIKINA-INFANTA<\/a><\/div>
MARIKINA-INFANTA ROAD<\/h6><\/a>Based on the data provided by the project proponent, a 12-meter high mechanically-stabilized earth (MSE) wall by about 60 meters long was designed by<\/span>View <\/a>
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\"MARQUEE<\/a><\/div>
MARQUEE PLACE SUBDIVISION (PHASE I)<\/h6><\/a>The solutions were divided into three phases: 1) Phase I – gabion gravity retaining wall, 2) Phase II – longitudinal protection, and 3) Phase III – sc<\/span>View <\/a>
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\"MARQUEE<\/a><\/div>
MARQUEE PLACE SUBDIVISION (PHASE II)<\/h6><\/a>The solutions were divided into three phases: 1) Phase I – gabion gravity retaining wall, 2) Phase II – longitudinal protection, and 3) Phase III – sc<\/span>View <\/a>
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\"MARQUEE<\/a><\/div>
MARQUEE PLACE SUBDIVISION (PHASE III)<\/h6><\/a>The solutions were divided into three phases: 1) Phase I – gabion gravity retaining wall, 2) Phase II – longitudinal protection, and 3) Phase III – sc<\/span>View <\/a>
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\"MEERHOUT<\/a><\/div>
MEERHOUT BRIDGE 34<\/h6><\/a>The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to mo<\/span>View <\/a>
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\"MICOROSA<\/a><\/div>
MICOROSA ENVIRONMENTAL REMEDIATION PROJECT<\/h6><\/a>The comprehensive solution involved Maccaferri's expertise and a strategic selection of materials to optimize the environmental remediation proces<\/span>View <\/a>
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<\/div><\/a><\/div>
MINE D\u2019OR DU TASIAST MASSIF DE L\u2019ADRAR<\/h6><\/a>The Terramesh\u00ae system is a system that combines a gabion facing with a continuous wire mesh reinforcement of the facing. The gabion part ensures a ne<\/span>View <\/a>
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\"MITIGATION<\/a><\/div>
MITIGATION OF LANDSLIDE ZONE AT NH-58, LAMBAGARH<\/h6><\/a>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 <\/span>View <\/a>
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\"MIXED<\/a><\/div>
MIXED RSS FOR THE RRESHEN-KALIMASH HIGHWAY<\/h6><\/a>Bechtel-Enka brought in geotechnical specialists, Officine Maccaferri in a partnership arrangement to provide engineering design solutions for the wal<\/span>View <\/a>
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\"MURO<\/a><\/div>
MURO DE CONTEN\u00c7\u00c3O E ESCADA HIDR\u00c1ULICA EM GABI\u00d5ES<\/h6><\/a>The technical studies carried out indicated that the best solution to the problem presented, among others found on the market, would be two gabion ret<\/span>View <\/a>
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\"MURO<\/a><\/div>
MURO DE CONTENCION CARR. ACAYUCAN – LA VENTOSA<\/h6><\/a>The constructor together with the external supervision and the SICT residence analysed different alternatives for the required retaining works, and th<\/span>View <\/a>
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\"Museum<\/a><\/div>
Museum of the Future – GREEN COVERAGE AND DRAINAGE SYSTEM<\/h6><\/a>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 th<\/span>View <\/a>
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\"MWCI<\/a><\/div>
MWCI RESERVOIR<\/h6><\/a>Maccaferri engineers recommended two wall systems due to project requirements and space limitations. One of the systems involved a gabion gavity wall <\/span>View <\/a>
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\"Natural<\/a><\/div>
Natural Hazard Mitigation in the Alps<\/h6><\/a>In the present intervention, rockfall barriers RB 2000 with an interception height of 4.0 m were installed in order to protect the road infrastructure<\/span>View <\/a>
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\"NEW<\/a><\/div>
NEW AIRPORT IN MOUNTAINOUS REGION<\/h6><\/a>The cut-and-fill operations would enable the insertion of the 2,800m runway and airport buildings. To stabilise and reinforce the \u2018fill\u2019 (valley) <\/span>View <\/a>
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\"NEW<\/a><\/div>
NEW SHARJAH-KHORFAKKAN ROAD<\/h6><\/a>From the previous successful experience of Terramesh system walls, the consultant approached Maccaferri Middle East to propose Terramesh MSE walls as <\/span>View <\/a>
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\"NGCP<\/a><\/div>
NGCP ROCKFALL PROTECTION IN PANGASINAN<\/h6><\/a>To mitigate the impact of rockfalls and landslides and protect both the slope and vital infrastructure, NGCP opted for the installation of the Maccafe<\/span>View <\/a>
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\"NL<\/a><\/div>
NL BERGEN<\/h6><\/a>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 wit<\/span>View <\/a>
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\"NORTH<\/a><\/div>
NORTH WALES COASTROAD (A55)<\/h6><\/a>Where the alluvial clay was at its shallowest, after having  removed the refuse, a separator geotextile was placed to   provide a <\/span>View <\/a>
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\"NTPC<\/a><\/div>
NTPC SIDING-GADARWARA PROJECT\u2013 BLANKET THICKNESS REDUCTION<\/h6><\/a>Use of geosynthetics solution improves the performance of formation layer, which plays an important role for good performance of track. Also, it helps<\/span>View <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>View <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>View <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, G17<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>View <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, K02B+G01<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>View <\/a>
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\"OOSTERWEEL<\/a><\/div>
OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16<\/h6><\/a>Maccaferri\u00b4s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global a<\/span>View <\/a>
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\"PACIFIC<\/a><\/div>
PACIFIC LANDMARK<\/h6><\/a>The solution proposed by Maccaferri engineers was a mechanically-stabilized earth wall using Terramesh System. The reinforced zone of the wall was com<\/span>View <\/a>
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\"PEACE<\/a><\/div>
PEACE BRIDGE<\/h6><\/a>A 40m long,8m high Green Terramesh\u00ae reinforced soil abutment wall to surround and support the high-level bridge bank seat and integrate seamlessly wi<\/span>View <\/a>
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\"PENABLANCA<\/a><\/div>
PENABLANCA – CALLAO CAVE RD, CAGAYAN, ACTIVE ROCKFALL PROTECTION<\/h6><\/a>To tackle the rockfall and slope protection challenges on the Callao Cave Road. A detailed assessment of the geotechnical and specific requirements of<\/span>View <\/a>
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\"Perilago<\/a><\/div>
Perilago Path \u2013 Reconstruction of Route 82<\/h6><\/a>The most adequate solution for the needs of the work was the reinforced soil. The structure was designed with TerraMesh\u2122 System, the built wall has <\/span>View <\/a>
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\"PODLJUBELJ<\/a><\/div>
PODLJUBELJ ROCKFALL PROTECTION<\/h6><\/a>MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MA<\/span>View <\/a>
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\"PRESA<\/a><\/div>
PRESA FRANCISCO ABELL\u00c1N<\/h6><\/a>To protect users and maintenance personnel from possible landslides, a specific solution has been chosen for each situation.To ensure the stability of<\/span>View <\/a>
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\"PRESTONS<\/a><\/div>
PRESTONS ROAD FLYOVER<\/h6><\/a>The avoidance of surcharge on the tunnel and the potential  for differential movement were resolved by supporting the   approach r<\/span>View <\/a>
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\"PROTE\u00c7\u00c3O<\/a><\/div>
PROTE\u00c7\u00c3O COSTEIRA COM GABI\u00d5ES<\/h6><\/a>To protect and control erosion, PoliMac\u2122 box-type gabion containment was used, together with a PoliMac\u2122 Reno\u00ae mattress, used at the pipe outlets,<\/span>View <\/a>
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\"PROTECTION<\/a><\/div>
PROTECTION OF PROMENADE DES ANGLAIS IN NICE<\/h6><\/a>The Nice-C\u00f4te-d\u2019Azur municipality decided to install an anti-incursion barrier on the Promenade des Anglais to guarantee the safety of pedestrians.<\/span>View <\/a>
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\"PUERTO<\/a><\/div>
PUERTO PRINCESA NORTH ROAD<\/h6><\/a>A robust erosion protection geoblanket (Maccaferri's MacMat R) has been proposed for the project. In the designed erosion control system, cut sl<\/span>View <\/a>
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\"RABAB<\/a><\/div>
RABAB HARWEEL INTEGRATED PROJECT – PDO<\/h6><\/a>Understanding the concerns in all aspects, Maccaferri proposed ground stabilization with multiple layers of bi-axial extruded polypropylene geogrid be<\/span>View <\/a>
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\"RAILWAY<\/a><\/div>
RAILWAY EMBANKMENT BURROWING PREVENTION<\/h6><\/a>Maccaferri\u2019s Anti-Burrowing Mesh has been proven to be a  strong rodent deterrent. Unlike any plastic grids or thin   rabbit net<\/span>View <\/a>
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\"Reconstruction<\/a><\/div>
Reconstruction works on Avraire Road – Saint-Dalmas-de-Tende, 06<\/h6><\/a>As part of the geotechnical study, Maccaferri provided technical support to the design office, particularly for the design of retaining structures, ro<\/span>View <\/a>
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\"REDROW<\/a><\/div>
REDROW HOMES DEVELOPMENT<\/h6><\/a>The excavated chalk was originally scheduled for landscaping and offsite disposal. However, contractor GDL, their designers GES and Maccaferri determi<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Rehabilitation<\/a><\/div>
Rehabilitation due to Undermining in Villalobos<\/h6><\/a>An environmentally sustainable engineering solution will be implemented. Technologies such as Terramesh System and Macgrid WG will be used to stabiliz<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
Reinforced Slope Protection for Road Widening in Claveria, Misamis Oriental<\/h6><\/a>To address these challenges, Maccaferri Philippines implemented a Mechanically Stabilized Earth (MSE) wall system using Terramesh System\u00ae, an enginee<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Retaining Structure and Slope Reinforcement<\/h6><\/a>The client required a solution that met technical, architectural, and environmental requirements, incorporating a green face to transform the retainin<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
<\/div><\/a><\/div>
Reinforced Soil System in Consolacion Cebu<\/h6><\/a>To resolve this challenge, Maccaferri engineers designed and implemented a Mechanically Stabilized Earth (MSE) Wall tailored to the site\u2019s demanding<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REINFORCED<\/a><\/div>
REINFORCED SOIL WALL AT ABUTMENT OF BRIDGE- 43 IN REASI, J&K<\/h6><\/a>Based on the site conditions and specific requirements of the client, Terramesh units made of gabion fascia along with an integrated tail as reinforce<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Reinforced<\/a><\/div>
Reinforced Soil Walls and Slope Reinforcement in HUARAZ – ANCASH – Per\u00fa<\/h6><\/a>The major challenge was to propose a reinforced soil wall with a considerable height of 19 meters using the technical-economic competitiveness of the <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"REPAIR<\/a><\/div>
REPAIR AND IMPROVEMENT OF OUELLETTE DRAIN WEST OUTLET<\/h6><\/a>RC Spencer Associates Inc., a reputable engineering firm in  the Windsor area, was tasked by the Town of Amherstburg   to devise a<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RESTORATION<\/a><\/div>
RESTORATION OF THE ROAD LINK RR 128 AIN OCTOR – KORBOUS<\/h6><\/a>The acrobatic works company, Hydrokarst, based in France, solicited Maccaferri to propose solutions for protection against rockfalls. Several types of<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RETENTION<\/a><\/div>
RETENTION WORKS FOR YADAGIRI GUTTA TEMPLE AREA<\/h6><\/a>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 vary<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RINGFIETSPAD<\/a><\/div>
RINGFIETSPAD ANTWERP<\/h6><\/a>Mainly, four different types of facing inclinations have been used for this project: 27\u00b0, 34\u00b0, 45\u00b0 and 60\u00b0 The main product used is Terramesh Gree<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"RIVER<\/a><\/div>
RIVER BANK PROTECTON IN PIDDIG, ILOCOS NORTE<\/h6><\/a>To address this concern, a comprehensive site assessment was conducted, which identified vulnerable areas along the riverbank. Maccaferri's Strong<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Road<\/a><\/div>
Road stabilization in Totonicanap\u00e1<\/h6><\/a>The use of mono-oriented MacGrid WG geogrids integrated into the Terramesh system offers a superior technical solution for the containment project in <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROB<\/a><\/div>
ROB FOR CONNECTIVITY BETWEEN MUNDRA AND NH 8A<\/h6><\/a>The stone column technique, also known as vibro-replacement or vibro-displacement, is a ground improvement process where vertical columns of compacted<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL MITIGATION MEASURES AT SAPTSHRUNGI GAD, NASHIK<\/h6><\/a>The rockfall mitigation measures constituted of secured drapery system with Steelgrid MO and High Energy Absorption (HEA) panels and surface anchoring<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROCKFALL<\/a><\/div>
ROCKFALL PROTECTION AT SIMPANG PULAI, PERAK, MALAYSIA<\/h6><\/a>Based on the rockfall trajectory analysis, the design energy level required is 2000 kJ. Flexible barrier with post height of 4m in installed over 500m<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"ROMBLON<\/a><\/div>
ROMBLON DEO TABLAS CIRCUMFERENTIAL ROAD<\/h6><\/a>The road is the main thoroughfare of the Tablas Island. In order to protect the road and ensure serviceability after a typhoon, Maccaferri proposed th<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAFETY<\/a><\/div>
SAFETY WORKS ON THE RD 900 IN THE ROCHAILL SECTOR<\/h6><\/a>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 <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAN<\/a><\/div>
SAN LAZARO LEISURE & BUSINESS PARK<\/h6><\/a>Competing against various types of retaining wall systems, the customer finally decided in favor of the design by Maccaferri engineers upon acceptanc<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SAN<\/a><\/div>
SAN MIGUEL BREWERY – DAVAO<\/h6><\/a>Based on the provided data of the customer, the maximum height of waves in the area is around one meter. In this, together with other design parameter<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Second<\/a><\/div>
Second Stage MME at Puerto Escondido Airport<\/h6><\/a>To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SLOPE<\/a><\/div>
SLOPE PROTECTION MEASURES- RAILWAY LINE- NEAR CH 13 – ANPARA<\/h6><\/a>Based on engineering investigations, various site observations and previous history of rockfall events, the critical stretches have been identified. V<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Slope<\/a><\/div>
Slope Protection Works at Terrace Hill and Grotto Hill<\/h6><\/a>To combat the risk of global failure, Ground Specialists Inc. sought the expertise of Maccaferri to protect a total slope area of 3,132 square meters.<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SMRITIVAN<\/a><\/div>
SMRITIVAN EARTHQUAKE MEMORIAL<\/h6><\/a>Maccaferri was involved in the supply, design and supervision of double twisted, mechanically woven gabions structures for the project. Gabions design<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SNCF<\/a><\/div>
SNCF LINE 930 000 FROM MARSEILLE TO VINTIMILLE<\/h6><\/a>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, f<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SOUTH<\/a><\/div>
SOUTH PEAK VILLAGE<\/h6><\/a>FLI engineers explored all possible alternatives to the failed stone masonry wall. Maccaferri engineers proposed a new wall concept – the mechanically<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SPOORLIJN<\/a><\/div>
SPOORLIJN 51A – ZWANKENDAMME<\/h6><\/a>The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri suppl<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"STA.<\/a><\/div>
STA. ANA PARK NAIC<\/h6><\/a>Maccaferri engineers recommended an appropriate grade of its MacTex nonwoven geotextile for separation. Installation training was also provided to the<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"STERLING<\/a><\/div>
STERLING MANORS<\/h6><\/a>Maccaferri engineers recommended a cheap and suitable hydraulic works protection that addressed scouring and erosion of the concerned slope. A channel<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"STRENGTHENING<\/a><\/div>
STRENGTHENING OF THE ROADBED LAYER OF THE RN4<\/h6><\/a>Initially, a granular drain mat was installed at the PST (Upper Part of Earthworks) level to capture flows and percolations from surrounding water bas<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SUN<\/a><\/div>
SUN VALLEY SUBDIVISION<\/h6><\/a>After soil investigation and analysis, Maccaferri engineers designed a mechanically-stabilized earth (MSE) wall system composed of Terramesh System un<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SUNSET<\/a><\/div>
SUNSET CLIFF<\/h6><\/a>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 meters<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SURIGAO<\/a><\/div>
SURIGAO DEL NORTE DEBRIS FLOW BARRIER<\/h6><\/a>With the limited budget, the Department of Public Works and Highways decided to adopt the catch-fence solutions over the more costly and prolonged con<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"SYCAMORE<\/a><\/div>
SYCAMORE HEIGHTS<\/h6><\/a>In close coordination with the Project\u2019s Consultant (TCGI Engineers), Maccaferri engineers assisted in the design of the most economical earth ret<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TACLOBAN<\/a><\/div>
TACLOBAN BYPASS ROAD<\/h6><\/a>Maccaferri Philippines provided technical and design assistance in the construction of the 37,000 square meters slope protection works in the upland s<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TAGANITO<\/a><\/div>
TAGANITO MINES (PHASE II)<\/h6><\/a>With the owner's engineers, prefabricated vertical drains (PVDs) were found to be the most economical and viable solution for consolidation of sa<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TAGAYTAY-TALISAY<\/a><\/div>
TAGAYTAY-TALISAY ROAD ACTIVE ROCKFALL PROTECTION<\/h6><\/a>To ensure the safety of motorists and address the risks associated with the Tagaytay-Talisay Road, the Department of Public Works and Highways (DPWH) <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TAIHEIYO<\/a><\/div>
TAIHEIYO CEMENT DYNAMIC ROCKFALL BARRIER \u00a0<\/h6><\/a>To meet project requirements, Maccaferri RB100 UAF has been proposed as it has undergone EAD 340059-00-0106 assessment and has proven to be a compete<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TALAVERA,<\/a><\/div>
TALAVERA, NUEVA ECIJA, BASAL REINFORCEMENT<\/h6><\/a>Maccaferri recommended installing two layers of cross-laid 80 kN\/m geogrids 0.25 m below the base of the footing having a spacing of 0.25 m as well. T<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TARLAC-NUEVA<\/a><\/div>
TARLAC-NUEVA ECIJA PROVINCIAL ROAD<\/h6><\/a>In this, Maccaferri engineers designed an asphalt reinforcement system using MacGrid ARVG fiberglass geocomposite, which was primarily designed to ex<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TELAL<\/a><\/div>
TELAL EL SOKHNA\u2019 PROJECT<\/h6><\/a>Maccaferri\u2019s Paramesh MSE Wall system (with Terramesh facia units & Paralink geogrids) was eventually implemented, being a cost and time-effecti<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERESA,<\/a><\/div>
TERESA, RIZAL DYNAMIC ROCKFALL BARRIER<\/h6><\/a>Maccaferri Philippines provided technical and design assistance in the construction of the30 linear meters Maccaferri dynamic rockfall barrier (RMC850<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH<\/a><\/div>
TERRAMESH RD PATRIMONIAL<\/h6><\/a>The slope, characterized by its steep incline, created a challenging situation that required the implementation of containment measures to ensure the <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH<\/a><\/div>
TERRAMESH RETAINING WALL KORCA-ERSEKA-LOT2 PHASE1<\/h6><\/a>Firstly we redesigned the solution using Terramesh units with dimensions 3x3x1x1m. To ensure stability, Terramesh System was reinforced with Para<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERRAMESH\u00ae<\/a><\/div>
TERRAMESH\u00ae VERDE CARRETERA MATARANI KM. 24<\/h6><\/a>This road uses engineering solutions with reinforced soil walls, Terramesh\u00ae System and Terramesh\u00ae Verde, which economised the project by saving on b<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TERZO<\/a><\/div>
TERZO VALICO DEI GIOVI – GENOVA JUNCTION<\/h6><\/a>Maccaferri proposed an innovative approach involving Automated Tunnel Ribs HEB 300 complete with automated hinges and automated links (covering a leng<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TEXAS<\/a><\/div>
TEXAS INSTRUMENTS PHASE V BUILDING EXPANSION<\/h6><\/a>Considering the weather at the site during construction and the tight schedule of project completion, the contractor (CCT Constructors Corp.) and the <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"The<\/a><\/div>
The Ash Yard of the Thermal Power Plant<\/h6><\/a>The creation of cells was carried out, protected with geosynthetics both at their base and in the closure, with three levels of impermeable protection<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE CASITAS AT CANYON RANCH<\/h6><\/a>Maccaferri engineers recommended a 6m-high reinforced soil wall using Green Terramesh units. Halfway through the construction, it has been decided to <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE EXTENSION OF SITARSKA STREET OVER THE RAILWAY TRACKS<\/h6><\/a>The MacRes system with concrete facing was proposed as a technology for retaining wall because of the space limitations and fast installation. The Mac<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE GRAND BOHEMIAN HOTEL<\/h6><\/a>Initially, the project specifications called for S8 Aluminum anchors to be driven to a depth of 16'. However, during the installation, numerous pr<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THE<\/a><\/div>
THE NEW ROUTE DU LITTORAL<\/h6><\/a>The solution defined by the project management for the landward embankments was a geosynthetic stiffened embankment with a double-twist gabion facing.<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"THREE<\/a><\/div>
THREE CITIES TRAIL<\/h6><\/a>The civil engineers at Halff successfully designed and  implemented a tie-back reinforced gabion retaining wall to   act as the sl<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TIGBAO<\/a><\/div>
TIGBAO \u2013 STA. FE \u2013 SAN MIGUEL ROAD TACLOBAN ROCKFALL PROTECTION<\/h6><\/a>To address challenges faced by Tacloban City's access roads, Maccaferri Philippines collaborated with the Department of Public Works and Highways <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TK<\/a><\/div>
TK 2018 – 006 – MRV<\/h6><\/a>The solution adopted for this construction case involves a rectangular channel with cross-sectional heights varying between 2 and 4 meters. Gabion Box<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TVI<\/a><\/div>
TVI BALABAG GOLD PROJECT SPILLWAY<\/h6><\/a>Maccaferri\u2019s gabions and Terramesh\u00ae units were used in the design. The Terramesh\u00ae units were mainly used for the construction of the drop structur<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"TVIRD<\/a><\/div>
TVIRD CANATUAN MINE<\/h6><\/a>To contain loose sediments and mitigate erosion, Maccaferri engineers recommended a silt fencing system using MacFence, a light, woven polypropylene g<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"UHPC<\/a><\/div>
UHPC BUKIDNON HYDRO POWER PLANT<\/h6><\/a>The Maccaferri HEA panels (High Energy Absorption), Maccaferri DT Net, MacMat 12.1, and a \u00d828 mm x 4 meters length of anchor spaced at 2. 5 m x 2.5 m<\/span>View <\/a>
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\"UPPER<\/a><\/div>
UPPER WAWA DAM PUMPING STATION PROJECT STEEL FIBER-REINFORCED SHOT<\/h6><\/a>Maccaferri Philippines (MPI) together with Bekaert provided design and technical assistance and worked with the contractor, Prime Metro BMD Corporatio<\/span>View <\/a>
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\"VERTIS<\/a><\/div>
VERTIS NORTH GARDEN RUN-OFF POND<\/h6><\/a>MacMat R was used as revetment protection of the human-made catchment pond. Since MacMat R encourages vegetation growth, this solution is ideal for th<\/span>View <\/a>
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\"VOID<\/a><\/div>
VOID SPANNING IN HOUSING DEVELOPMENT<\/h6><\/a>The Developer\u2019s Engineer approached Maccaferri to providedesign and supply of a high-strength geogrid solution. The proposed site topography was com<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WALTHAM<\/a><\/div>
WALTHAM HIGH SCHOOL<\/h6><\/a>Based on the rock wall\u2019s height, geotechnical characteristics and the proximity of it to the school, a pinned drapery solution was the recommended m<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"WORD<\/a><\/div>
WORD OF LIFE PHILIPPINES<\/h6><\/a>Considering the height of flood water in the river as well as the soil properties of the slope, an efficient and cheap erosion control system using <\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"YELLOWSTONE<\/a><\/div>
YELLOWSTONE HWY 20<\/h6><\/a>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 rockfal<\/span>View <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div>
<\/div>

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