Permanent deformation prediction model of sandy soil under repeated load;

Test research on internal friction coefficient of sandy soil tunnel surrounding rock;

Mesomechanical simulation of seepage flow in sandy soil;

Progressive failure of sand and its numerical simulation;

Compression-dilatancy coupling effect and asymptotic state criterion of sand;

Numerical simulation of stress path tests on sand;

Analyzing and preventing seismic liquefaction of sands;

Deformation behavior of sands subjected to cyclic rotation of principal stress axes;

Test research for influencing factors of the cohesive strength of sand soil tunnel surrounding rock;

Interior stress change rule of sand soil liquefaction and criteria of engineering liquefaction;

Estimation of pore pressure of saturated compact sand soil in non-linear state;

Measurement of microstructure parameters for granular soil model using digital image technology;

In geotechnical engineering, it s meaningful to measure the microstructure parameters of granular soils in model test for which can be used to investigate deeply the nature of granular soils mechanical behavior.

A technique of identifying shear band accurately in granular soil using image correlation analysis;