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Shear Strength of Clay at Different Shear Rates
Publisher: American Society of Civil Engineers
Abstract: A 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 ...
Closure to “Shear Strength of Clay at Different Shear Rates” by Ivan B. Gratchev and Kyoji Sassa
Publisher: American Society of Civil Engineers
Cyclic Behavior of Fine-Grained Soils at Different pH Values
Publisher: American Society of Civil Engineers
Abstract: The effects of pH on the liquefaction susceptibility of fine-grained soils were examined by performing undrained cyclic ring-shear tests on artificial mixtures and a natural soil under different pH conditions. Solutions ...
How Reliable is the Plasticity Index for Estimating the Liquefaction Potential of Clayey Sands?
Publisher: American Society of Civil Engineers
Abstract: This paper examines the validity of the plasticity index (PI) as a criterion for estimating the liquefaction potential of clayey soils under cyclic loading. The results of undrained cyclic stress-controlled ring-shear tests ...
Shear-Displacement-Amplitude Dependent Pore-Pressure Generation in Undrained Cyclic Loading Ring Shear Tests: An Energy Approach
Publisher: American Society of Civil Engineers
Abstract: By conducting a series of shear-torque-controlled (STC) and shear-displacement-controlled (SDC) ring shear tests under undrained conditions, the effects of cyclic loading frequency, shear displacement rate, and overconsolidation ...
Experimental Study on the Shearing Behavior of Saturated Silty Soils Based on Ring-Shear Tests
Publisher: American Society of Civil Engineers
Abstract: The shearing behavior of saturated silty soils has been examined extensively by performing undrained and partially drained (the upper drainage valve of the shear box was open during shearing) ring-shear tests on mixtures ...
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