X-Grid PET-C-0 200/20
Reinforcement uniaxial geogrids: PET with polymeric coating Knitted uniaxial reinforcement geogrid made from high-strength polyester yarn, with a protective polymer coating. Used in landfill applications, and in reinforced soil projects. Functions Reinforcement (landfills and contaminated sites) Reinforcement (reinforced earth structures) Applications Landfills and contaminated sites Reinforced earth structures TECHNICAL DATA SHEET
X-Grid PET-C-0 150/20
Reinforcement uniaxial geogrids: PET with polymeric coating Knitted uniaxial reinforcement geogrid made from high-strength polyester yarn, with a protective polymer coating. Used in landfill applications, and in reinforced soil projects. Functions Reinforcement (landfills and contaminated sites) Reinforcement (reinforced earth structures) Applications Landfills and contaminated sites Reinforced earth structures TECHNICAL DATA SHEET
X-Grid PET-C-0 110/20
Reinforcement uniaxial geogrids: PET with polymeric coating Knitted uniaxial reinforcement geogrid made from high-strength polyester yarn, with a protective polymer coating. Used in landfill applications, and in reinforced soil projects. Functions Reinforcement (landfills and contaminated sites) Reinforcement (reinforced earth structures) Applications Landfills and contaminated sites Reinforced earth structures TECHNICAL DATA SHEET
‘Natural’ solutions for dry slopes with TeMa products
Environment, climate, energy, territorial planning, natural risk prevention, and water resource research and management are what researchers and planners have to deal with today in connection with environmental works. These are all ‘watchwords’ in the modern world of geotechnics, which require specific know-how and the use of suitable materials, in the awareness that the search
- Published in Dry slopes, Erosion mats, GEO
Ground reinforcement and stabilization with TeMa geogrids as part of foundation groundworks
Foundation base reinforcement for the construction of rigid reinforced concrete structures on unstable areas: a challenge for engineers across the globe. Sure enough, designers find themselves having to contend with the risk of differential foundation settlement, which can result in cracks in the structure. This means any unsound material in the area often has to
