Energy-based model of vibration-induced pore water pressure build-up of saturated loose sand under complex stress condition;

Research on the heating activation mechanism of viscoelastic relaxation in fluid-saturated sandstone;

Fluid effect of attenuation, modulus and velocity in saturated sandstone;

Low-frequency covibration experiments of four kinds of fluid-saturated feldspar sandstones which have different viscosity coefficients respectively were conducted so as to know how fluid viscosity coefficient influences attenuation, modulus and velocity dispersion in fluid-saturated sandstone.

A laboratory study on surface settlement of saturated sand caused by blasting;

The static bearing capacity of bucket foundation is studied by experiments of single-and four-bucket foundation in saturated sand layer.

By distinct model, it is presented to simulate the change of dynamic pore pressure induced by the test sample of saturated sand falling down to the floor.

Shaking table tests on liquefaction properties of saturated sand ground;

Experimental study on deformation of saturated sand under cyclic pore water pressure;

The influence of framework anisotropy on the pore water pressure of saturated sands;

Transient dynamic response of spherical cavity in saturated sands;

Based on the plastic flow theory of soils,an elastoplastic constitutive model for describing the dynamic response behavior of the saturated sands is developed.