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- W2182502024 abstract "An attempt was made in this project to investigate the static and cyclic behaviour of Sand reinforced with geosynthetic products by conducting load tests in a large size tank of 1200 x1200 x900 mm internal dimensions. The static behavior was ascertained in terms of Bearing Capacity Ratio (BCR) and the dynamic response in terms of 'Coefficient of Uniform Compression, Cu'. The sand bed of 500mm thick was compacted at a relative density of 90% in dry state and is reinforced with four geosynthetic products viz., Polymeric Woven Geotextile, uni-axial geogrids of two different capacities and a coir geotextile. The size, shape, depth of placement and the surcharge were maintained same. A square model footing of 100mm size was used as the loading unit. Static and Cyclic Plate Load tests are carried out separately on unreinforced sand and sand reinforced with each type of geosynthetic product. The results indicated that, the geosynthetic products with higher mobilized tensile strength have shown better improvement in BCR and Cu values. Based on the results, within the scope of this project, a mathematical model was constituted for prediction of BCR and Cu values." @default.
- W2182502024 created "2016-06-24" @default.
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- W2182502024 date "2011-01-01" @default.
- W2182502024 modified "2023-09-27" @default.
- W2182502024 title "BEHAVIOUR OF GEOSYNTHETIC REINFORCED SAND BED UNDER CYCLIC LOAD" @default.
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