X-Grid PET-C-PP Biax
PET biaxial geogrid Reinforcement biaxial PET grid woven from high-strength polyester yarn with a protective polymer coating compatible with bitumen, incorporating a PP non woven geotextile. Used in road applications. Available in different traction resistances: 20/20 kN/m 30/30 kN/m 40/40 kN/m 60/60 kN/m Functions Reinforcement Applications Roads TECHNICAL DATA SHEET 20/20 TECHNICAL DATA
X-Grid PET-C AM
Synthetic geomat Reinforced 3-dimensional erosion control geomat made from PP monofilaments laminated with a high-strength polyester knitted reinforcement geogrid. Used in applications like landfills, contaminated sites and dry slopes. Available with different MD traction resistances: 20 kN/m 35 kN/m 55 kN/m 80 kN/m 110 kN/m 150 kN/m 200 kN/m Functions Reinforcement (landfills and contaminated
X-Grid PET-C-0 Uniax
Reinforcement uniaxial geogrids: PET with polymeric coating Made from high-strength polyester yarn, TeMa’s knitted uniaxial reinforcement geogrid with a protective polymer coating, are used in applications like landfills, contaminated sites, block walls and reinforced soil projects. Available with different traction resistances: 35/20 kN/m 55/20 kN/m 80/20 kN/m 110/20 kN/m 150/20 kN/m 200/20 kN/m 350/50 kN/m
X-Grid PET-C-0 Biax
Stabilisation biaxial geogrids: PET with polymeric coating Woven from high-strength polyester yarn, TeMa’s knitted uniaxial reinforcement geogrid with a protective polymer coating, are used in road applications. Available with different traction resistances: 20/20 kN/m 30/30 kN/m 40/40 kN/m 50/50 kN/m 60/60 kN/m 80/80 kN/m 90/90 kN/m Functions Stabilization Applications Roads TECHNICAL DATA SHEET
X-Grid FG-BC-PPL
Reinforcement biaxial geogrids X-Grid FG-BC-PPL is a biaxial fibreglass grid coated in bitumen compatible polymer. The grid incorporates a lightweight PP nonwoven geotextile. Used in road applications as asphalt reinforcement. Available in different traction resistances: 50/50 kN/m 100/100 kN/m Functions Reinforcement Applications Roads TECHNICAL DATA SHEET 50/50 TECHNICAL DATA SHEET 100/100
‘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
System for reinforced soil retaining structures
T-System is the system from TeMa Geo Solutions that includes various components for strengthening, surface erosion control, drainage and retaining used in the construction of reinforced soil retaining structures: innovation that we’ve been exploring here at TeMa since our inception 30 years ago, and that is now one of our hallmarks. Let’s take a more
Cycle and pedestrian paths: solutions to make them safer and more attractive.
Longer days, milder afternoons, a great desire to spend time outdoors and perhaps get some physical exercise, but also go to work and school or visit a friend… These are all good reasons for using, when available, cycle and pedestrian paths, possibly far from urban traffic. The advantages of sustainable mobility We are increasingly
Reinforced earth structures and drainage
For the extension works at the Serravalle Retail Park shopping centre in the Piedmont region, we helped the company choose the solutions to implement and assisted with verifications. The area covering about 2,000 sqm required some intervention work regarding reinforced earth structures and drainage. In particular, we undertook the preliminary work for extension works dating
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