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- W1995170503 abstract "AbstractA test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa." @default.
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- W1995170503 date "2015-05-01" @default.
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- W1995170503 title "Shear Strength of Clay at Different Shear Rates" @default.
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- W1995170503 doi "https://doi.org/10.1061/(asce)gt.1943-5606.0001297" @default.
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