Advanced Soil Mechanics

By Robert L. Kohl. 2016

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A simple analytical solution to one‐dimensional consolidation for unsaturated soils (2014, background): “The solution of Equation 17 can be obtained as follows [20]: φ 1⁄4 A1 cos Bz ð Þ þ A2 sin Bz ð Þ ð Þ exp B(2)QT (18) where A1, A2, and B are constant parameters, which can be determined by boundary and initial conditions.”
A constitutive model of frozen saline sandy soil based on energy dissipation theory (2016, methodology): “(1) The determination of bulk modulus K In the study of nonlinear elastic model, according to the DomaschukeVilliappanmethod of KeGmodel (Li, 2004), the bulk modulus can be obtained by the isotropic compression test (q¼ 0), the bulkmodulus is obtained by K¼ dp/dεv, then K¼ pad(p/ pa)/dεv ¼…”