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- W2186385645 abstract "Ground movements caused by swelling /shrinkage of expansive clays poses a threat to any structure resting on such clays. The performance of paved and unpaved road pavements constructed over such expansive soil subgrades is often poor and shows cracking, rutting and differential settlements/ heaving at various locations. The paper summarizes the results of a series of swelling tests and laboratory CBR tests conducted with specimens of expansive soil for unreinforced and reinforced cases. Varying numbers of reinforcement layers at specified vertical spacing were used for reinforced specimen. Two different types of reinforcements; jute geotextile and geogrid were used in the investigation. Results obtained indicate that the expansive soils can be stabilized using the reinforced earth concept." @default.
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- W2186385645 date "2011-01-01" @default.
- W2186385645 modified "2023-09-24" @default.
- W2186385645 title "IMPROVEMENT IN CBR VALUES OF EXPANSIVE SOIL SUBGRADES USING GEOSYNTHETICS" @default.
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- W2186385645 hasPublicationYear "2011" @default.
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