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LOAD SETTLEMENT BEHAVIOUR OF LOOSE GRANULAR SOIL FILL WITH RUBBER NODED BAMBOO GRIDBy RAJI M, Malavika M M
Abstract: Soil Reinforcement is the widely accepted technique to improve the bearing capacity of challenging sites. There are various natural as well as synthetic material available as reinforcement for soil. Nowadays geosynthetic reinforced granular fill material is widely used in soft sub grade soil. This manuscript deals with the experimental studies carried out to explore the possibility of using naturally available bamboo as a geogrid to increase the bearing capacity of …
Published in Journal of Geotechnical Engineering · Vol. 7, Issue 3, 2020 · pp. 24–30 Read article →