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- W2091640368 abstract "The present paper describes an attempt to investigate the influence of induced OCR on the large displacement shear behaviour of disturbed slip surface soil using two texturally different landslide soils as source material. The higher OCR samples have showed higher peak friction coefficients and lesser shear displacements to reach the peak in contrast to the lower OCR samples. Kamenose sample have showed dialatancy at OCR = 2 as well, though in the Miaowan sample dialatancy has not been observed at OCR = 2. Preliminary results show that the laboratory created Overconsolidation values of OCR=1, OCR=2 and OCR=4 do not significantly affect the residual shear strength of the two tested soil samples." @default.
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- W2091640368 date "2010-02-15" @default.
- W2091640368 modified "2023-09-26" @default.
- W2091640368 title "Influence of Laboratory-Created OCR on Large Deformation Shear Strength: Ring Shear Behaviour of Two Types of Landslide Slip Surface Soil" @default.
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- W2091640368 doi "https://doi.org/10.1061/41095(365)323" @default.
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