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Experimental research on the shear characteristics of the composite liner consisting of wrinkled geomembrane and needle punched geosynthetic clay liner
General analytical solution for consolidation of sand-drained ground considering the vacuum loading process and the time-dependent surcharge loading
Modeling unimodal/bimodal soil-water retention curves considering the influence of void ratio under capillarity and adsorption
Study of ground motion effect of trapezoidal valley site based on centrifuge shaking table test
A rapid determination method of hydraulic conductivity in full suction range
Mechanical properties and strength criterion of Zhanjiang structured clay in three-dimensional stress state
Analytical solution of the long-term service performance of tunnel considering surrounding rock rheology and lining deterioration characteristics
Experimental study on seepage erosion induced by pipeline damage under full pipe flow condition