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- W2185122321 abstract "The hills around Guwahati, where shallow depth slope failures during periods of heavy rainfall is a common scene, are mostly covered by two types of residual soils. Triaxial testing was carried out on the two residual soils by modifying the conventional triaxial apparatus to suit unsaturated testing of soils. The Soil-Water Characteristic Curves for both the two soils are established and discussed. The test results illustrate that for both of the two soils, the shear strength increased linearly with suction up to the respective air entry values of the soils giving fb angles equal to the respective f ’ angles. Beyond the air entry value the shear strength increased non-linearly with suction, thus giving a varying value of fb, up to a certain limiting value of suction for each soil. Beyond these limiting values of suction, the shear strength of each soil increased almost linearly with suction." @default.
- W2185122321 created "2016-06-24" @default.
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- W2185122321 date "2010-01-01" @default.
- W2185122321 modified "2023-09-27" @default.
- W2185122321 title "Shear Strength of Unsaturated Residual Soils of the Hills in Guwahati" @default.
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