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    Shear-Displacement-Amplitude Dependent Pore-Pressure Generation in Undrained Cyclic Loading Ring Shear Tests: An Energy Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Kyoji Sassa; Gonghui Wang; Hiroshi Fukuoka; Dmitri A. Vankov
    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 ...
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    Experimental Study on the Shearing Behavior of Saturated Silty Soils Based on Ring-Shear Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Gonghui Wang; Kyoji Sassa; Hiroshi Fukuoka; Takahiro Tada
    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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    New Geometric Restriction for the Displacement–Constraint Points in Discontinuous Deformation Analysis 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Jian-Hong Wu; Trong Nhan Do; Chun-Hua Chen; Gonghui Wang
    Publisher: American Society of Civil Engineers
    Abstract: A displacement-based seismic discontinuous deformation analysis (DDA) considers the influence of an earthquake by applying a time-dependent displacement constraint to simulate time-dependent ground movement of the base ...
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