A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Evaluation of Pullout Resistance between Tensar Geogrids and Concrete Sand
Tensar geogrids are relatively new type of material used for soil reinforcement. Their popularity and success in slope stabilization can be attributed to the inherent properties of the material, including the capacity to interlock with soil and aggregate. This interlocking capability, also known as pullout resistance, was measured and analyzed during this research project for the Tensar geogrids SS-1 and SR-2. This report will cover the results of the SS-1 material while Yuen Zehong's report will handle the SR-2 material. Both of us assisted each other in performing the tests. The grids were pulled through concrete sand with varying vertical pressures. A test chamber for determining the pullout resistance, designed, manufactured, and operated at the University of New Mexico, was used.
Evaluation of Pullout Resistance between Tensar Geogrids and Concrete Sand
Tensar geogrids are relatively new type of material used for soil reinforcement. Their popularity and success in slope stabilization can be attributed to the inherent properties of the material, including the capacity to interlock with soil and aggregate. This interlocking capability, also known as pullout resistance, was measured and analyzed during this research project for the Tensar geogrids SS-1 and SR-2. This report will cover the results of the SS-1 material while Yuen Zehong's report will handle the SR-2 material. Both of us assisted each other in performing the tests. The grids were pulled through concrete sand with varying vertical pressures. A test chamber for determining the pullout resistance, designed, manufactured, and operated at the University of New Mexico, was used.
Evaluation of Pullout Resistance between Tensar Geogrids and Concrete Sand
M. S. Buncher (author)
1986
71 pages
Report
No indication
English
Soil & Rock Mechanics , Civil Engineering , Soil Sciences , Grids , Reinforcing materials , Polyethylene plastics , Soil mechanics , Chambers , Concrete , Pressure , Sand , Slope , Soils , Stabilization , Test facilities , Vertical orientation , Copolymers , Polypropylenes , Tensile strength , Walls , Reinforcement(Structures) , Resistance , Load cells , Soil reinforcement , Pullout resistance , Geogrids , Earth walls
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