Formulations of stability calculation of landslides are presented by the improvement of the force analysis of soil slices with random distribution of pore water pressure in slip zone.

Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed.

Through in-situ test, the influence of pipe jacking on earth pressure, pore water pressure, groundwater level movement, displacement of earths surface and the rule of the degree and area in disturbed soil can be found.

Numerical analysis on pore pressure of clay under shock load;

Numerical simulation to influence of pore pressure magnitude and gradient on fracture propagation in brittle heterogeneous rocks;

Researches have shown that soil s dynamic responses and deformations mainly depend on the variance of the pore pressure.

Numerical analysis of pore water pressure response in sandy seabed under nonlinear wave in shallow water;

Simplified analytical procedure of stabilizing piles against sliding considering pore water pressure;

Variation law of pore water pressure in soil improved by underwater vacuum preloading method;

Research on pore pressure within asphalt pavement under the coupled moisture-loading action;

Simplified procedure for evaluation of residual pore pressure response in layered seabed under wave loading;

Study on Wave-induced Response of Progressive Pore Pressure and Liquefaction in Seabed;

Forecasting the effect of implementing the pumping-limit to the porous confined groundwater aquifer in the western part of the Huaibei plain;