Úspechy

Úspechy

AHLA DEPONI RECYCLING CENTER
AHLA DEPONI RECYCLING CENTER
The final coverage of the Ahla landfill (stage 1/Etapp 1) was carried out with LLDPE. Therefore, a layer of Maccaferri´s drainage mat MacDrain W 1041Pohľad
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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 ErPohľad
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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 ErPohľad
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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 CompaPohľad
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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. TPohľad
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BE-ANTWERP MALINAS
BE-ANTWERP MALINAS
The construction company firstly layed the ParaLink 950 rolls as indicated by Maccaferri´s technicians to create a stable foundation for the planned Pohľad
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BE-CHARLEROI HOSPITAL
BE-CHARLEROI HOSPITAL
The construction company firstly laid the MacDrain W 1051rolls as indicated by Maccaferri´s technicians to create a drainage layer. After the installPohľad
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BE-MECHELEN R6
BE-MECHELEN R6
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the CUR normative (Netherlands). Since tPohľad
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BEAVERNETTING EVERTSOORD
BEAVERNETTING EVERTSOORD
The company Texion Geosynthetics NV, partner of Maccaferri for the BeNeLux market, provided full assistance, proposing a solution with the so-called bPohľad
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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 A7Pohľad
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BRUG VAN DEN AZIJN
BRUG VAN DEN AZIJN
Two 300 m long reinforced soil ramps up to 10.5 m high were designed by Maccaferri. The system chosen is called MacRes and it is comprised of concretePohľad
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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 installPohľad
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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 Pohľad
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D1 DUBNÁ SKALA-TURANY, SO 146-00 RELOCATION OF ACCESS ROAD
D1 DUBNÁ SKALA-TURANY, SO 146-00 RELOCATION OF ACCESS ROAD
Construction of reinforced steep green slope is part of the object SO 146-00 section C.1. Object is holding widening embankment in the section before Pohľad
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D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO 100-00
D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO 100-00
Zvýšenie únosnosti podložia sa realizovalo pomocou geosyntetickej vrstvy v kombinácii s kvalitným štrkovým materiálom. Použité geosyntetickPohľad
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D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO 206-00
D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO 206-00
As a most appropriate systems of retaining wall was selected TerraMesh system – consisting of gabion face element with an integrated reinforced mesh.Pohľad
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D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO 221-00
D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO 221-00
Vzhľadom na výškový rozdiel medzi niveletou a základovou škárou, málo únosné vrstvy deluviálnych sedimentov a morfológiu terénu je objektPohľad
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D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO101-00
D1 HRIČOVSKÉ PODHRADIE – LIETAVSKÁ LÚČKA, SO101-00
Pravá strana zárezu: Zaistenie porušeného pravostranného zárezu je navrhnuté pomocou kotvenej pilotovej steny a klincovaného svahu výšky 6,0Pohľad
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D1 HRIČOVSKÉ PODHRAIDE – LIETAVSKÁ LÚČKA, SO 206-00
D1 HRIČOVSKÉ PODHRAIDE – LIETAVSKÁ LÚČKA, SO 206-00
As a most appropriate systems of retaining wall was selected TerraMesh system – consisting of gabion face element with an integrated reinforced mesh.Pohľad
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D3 ČADCA, BUKOV – SVRČINOVEC, SO 281-10
D3 ČADCA, BUKOV – SVRČINOVEC, SO 281-10
Medzi hlavné charakteristické objekty patrí objekt SO 281-10, ktorý zaisťuje ľavý jazdný pás diaľnice D3 v km 38,590 000 až km 38,889 780,Pohľad
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D3 ČADCA, BUKOV – SVRČINOVEC, SO 281-15,18
D3 ČADCA, BUKOV – SVRČINOVEC, SO 281-15,18
Medzi najvýznamnejšie objekty patri vystužený oporný múr SO  281-18, ktorý zaisťuje pravý jazdný pás vetvy „PB“ križovatky Podzávoz Pohľad
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D3 ČADCA, BUKOV – SVRČINOVEC, SO 283-10
D3 ČADCA, BUKOV – SVRČINOVEC, SO 283-10
Vystužený oporný múr 283-10 Podzávoz – Vystužený násyp komunikácie SO 125-00 Diaľnica D3 Čadca, Bukov – Svrčinovec rieši zabezpečenie ľPohľad
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D3 ČADCA, BUKOV – SVRČINOVEC, SO 283-13
D3 ČADCA, BUKOV – SVRČINOVEC, SO 283-13
Oporný múr je tvorený výstužnými blokmi Terramesh®, ktoré sú tvorené gabionovým košom v kombinácii s horizontálnou výstužnou oceľovPohľad
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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 slopePohľad
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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 tPohľad
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EAST UMEA – GABION VERTICAL COVERING A SHEET PILE WALL
EAST UMEA – GABION VERTICAL COVERING A SHEET PILE WALL
The solution consisted in special gabions manufactured with a longitudinal diaphragm with a preattached geotextile. The wall height varies from 1.5 upPohľad
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ERDOX ZERMATT
ERDOX ZERMATT
Die Gornergrat Bahn hat verschiedene Systeme miteinander verglichen und sich für das wirtschaftlichste System, das ErdoX System von Maccaferri entschPohľad
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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) aPohľad
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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 erosionPohľad
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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 toPohľad
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FV 5096 SKREDSIKRING STRONGASVA, EIDFJORD
FV 5096 SKREDSIKRING STRONGASVA, EIDFJORD
Maccaferri provided a dynamic barrier with 3000 kJ of energy absorption capacity and 5m height. The line of installation was chosen directly above thePohľad
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FV. 41 GYDALEN SKREDSIKRING
FV. 41 GYDALEN SKREDSIKRING
Maccaferri proposed a 1000 KJ barrier, the RB 1000 PLUS barrier with a better corrosion protection (95% zinc and 5% alluminium). The barrier line of iPohľad
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GUDVANGEN – BAKKATUNNELEN
Fortunately, two years ago, some rows of rockfall barriers type EPFM 5000 with an energy capacity of 5000 kJ were installed to protect the road and roPohľad
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HASSELT N71 HERKENRODESINGEL
HASSELT N71 HERKENRODESINGEL
AWV Limburg chose to use the Maccaferri Road Mesh Type “Omega” to be installed under the new roadway. The Omega type is produced following the COPPohľad
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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-Pohľad
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HITTISAU
HITTISAU
The investor WLV Bregenz designed and tendered a rockfall protection measure with rockfall protection barriers with a minimum energy capacity of 500 KPohľad
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KAMP-EROSION CONTROL
KAMP-EROSION CONTROL
Maccaferri proposed a cost-effective alternative solution with RENO mattresses®. Based on the different sections the mattresses had different lengthsPohľad
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KURINGEN BRIDGE 19
KURINGEN BRIDGE 19
The new bridge in Kuringen is built according to the principle of generic bridges used at various locations along the Albert Canal. The bridge has beePohľad
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LERBJERG BRIDGE, FAVRSKOV, AARHUS-LANGÅ
LERBJERG BRIDGE, FAVRSKOV, AARHUS-LANGÅ
Maccaferri technical department was involved in the design of the geogrid reinforcement and collaborated with Aarsleff A/S to find the proper solutionPohľad
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LU-A13 DUDELANGE-BURANGE
LU-A13 DUDELANGE-BURANGE
The loads applied varied from 26 kN/sqm up to 44 kN/m2 in correspondence of the traffic lanes and 5 kN/sqm for the pedestrian and bicycle path. 4,000Pohľad
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LV STGEGIA
LV STGEGIA
The client (road authority) decided to use the most economical and effective system, the Maccaferri snow nets. It was a great challenge to install thePohľad
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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-beiPohľad
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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 duPohľad
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MEERHOUT BRIDGE 34
MEERHOUT BRIDGE 34
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to moPohľad
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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 Pohľad
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MOTORWAY R1, BANSKÁ BYSTRICA – NORTH BYPASS, SO 100-00
MOTORWAY R1, BANSKÁ BYSTRICA – NORTH BYPASS, SO 100-00
The stability of the embankment is secure with a reinforcing mono-axial semi rigid geogrid. The thicknesses of the reinforced soil layers are about 40Pohľad
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MOTORWAY SPLIT-PLOCE, RETAINING WALL STRUCTURE
MOTORWAY SPLIT-PLOCE, RETAINING WALL STRUCTURE
For the construction of a retaining wall on the highway section Split-Ploče has been chosen the Terramesh system, because of flexible space modificatPohľad
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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 thPohľad
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N837 YVOIR
N837 YVOIR
The choice of Green Terramesh was very well appreciated because of the environmental friendliness and the ease of construction. Moreover, geogrids (PaPohľad
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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 infrastructurePohľad
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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 witPohľad
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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 witPohľad
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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 helpsPohľad
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OOSTERWEEL VERBINDING -LINKEROEVER, BFL03
OOSTERWEEL VERBINDING -LINKEROEVER, BFL03
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aPohľad
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OOSTERWEEL VERBINDING -LINKEROEVER, G17
OOSTERWEEL VERBINDING -LINKEROEVER, G17
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aPohľad
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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 aPohľad
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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 aPohľad
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OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16
OOSTERWEEL VERBINDING -LINKEROEVER, K13+G16
Maccaferri´s Corporate Technical Department has supported and is still supporting the main designers step by step from the first preliminary Global aPohľad
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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 Pohľad
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PODLJUBELJ ROCKFALL PROTECTION
PODLJUBELJ ROCKFALL PROTECTION
MACCAFERRI engineers inspected the site just after the rockfall event to assess and evaluate the scale of the problem and the boundary conditions. MAPohľad
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R3 ORAVSKÝ PODZÁMOK
R3 ORAVSKÝ PODZÁMOK
Consultants decided to resolve the constructions close to the Orava river with gravity retaining walls made with gabions. They choose technology doublPohľad
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REKONŠTRUKCIA SVAHOV POZDĹŽ CESTY R1-210 / 1110 – VISOKO
REKONŠTRUKCIA SVAHOV POZDĹŽ CESTY R1-210 / 1110 – VISOKO
Riešením na zaistenie svahu bolo použitie kotvenia sieťovaním s vysokou pevnosťou. Použitá bola vysokopevnostná dvojzákrutová oceľová siePohľad
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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 GreePohľad
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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 anchoringPohľad
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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 thPohľad
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SAAS BALEN
SAAS BALEN
Maccaferri proposed using the greenable, environmentally friendly, modular Green Terramesh earth reinforcement system. Green Terramesh consists of prePohľad
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SANÁCIA HAVARIJNÉHO STAVU SVAHOV NA CESTE V ZALI
SANÁCIA HAVARIJNÉHO STAVU SVAHOV NA CESTE V ZALI
Na základe uvedenej udalosti pristúpili lokálne autority k okamžitému riešeniu havarijnej situácie a zabezpečeniu dočasných opatrení vo forPohľad
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SCHOTEN HOOGMOLENBRUG BRIDGE 54
SCHOTEN HOOGMOLENBRUG BRIDGE 54
The design of the reinforced soil structure has been carried out following the Eurocode 7 in combination with the Belgian Annex. The possibility to moPohľad
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SLOPE PROTECTION ON R1 NORTHERN BYPASS
SLOPE PROTECTION ON R1 NORTHERN BYPASS
Reno Mattresses were selected due to their flexibility, ease of construction and the competitive installed cost. The mattresses were placed on the slPohľad
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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 designPohľad
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SPOORLIJN 51A – ZWANKENDAMME
SPOORLIJN 51A – ZWANKENDAMME
The tender specifications were very strict asking PVA geogrids that were provided by the local partner Texion Geosynthetics NV, while Maccaferri supplPohľad
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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 tPohľad
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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 ParaPohľad
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