A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Long-Term Performance Tests of Soil-Geosynthetic Composites
Creep criteria for designing with geosynthetics as earth reinforcement was developed from in-air testing. It has been observed many times that geosynthetically reinforced soils (GRS) do not exhibit creep behavior predicted by the in-air tests. The paper describes development of a testing device and testing protocol to measure performance of GRS composite behavior. Testing included geosynthetically-reinforced granular and cohesive soils as well as unreinforced soils. Loads and reinforcements were varied.
Long-Term Performance Tests of Soil-Geosynthetic Composites
Creep criteria for designing with geosynthetics as earth reinforcement was developed from in-air testing. It has been observed many times that geosynthetically reinforced soils (GRS) do not exhibit creep behavior predicted by the in-air tests. The paper describes development of a testing device and testing protocol to measure performance of GRS composite behavior. Testing included geosynthetically-reinforced granular and cohesive soils as well as unreinforced soils. Loads and reinforcements were varied.
Long-Term Performance Tests of Soil-Geosynthetic Composites
K. Ketchart (author) / J. T. H. Wu (author)
1996
174 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Soil & Rock Mechanics , Geotechnical fabrics , Slope stability , Soil stabilization , Creep , Reinforcing materials , Geotextiles , Erosion control , Deformation , Stress strain relations , Soil types , Soil temperature , Loads(Forces) , Performance tests , Geotechnical engineering , Geosynthetic materials
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