The experiment was performed for four membrane holes of different diameters and for a vertical one using the heavy silt clay in the laboratory.

Through the direct shear experiments under the conditions of different initial moisture contents,different dry densities and different vertical pressures,this paper researches the regularities of the change of the strength index of remolded silt affected by these external factors.

Changes in geotechnical properties of silt and its critical erosion threshold in Yellow River Estuary: influence of vibrating load;

Experimental study of stress-strain characteristics of stabilized silt;

Study on pre-consolidation pressure of silt in the Yellow River Delta

Study on parameters of Duncan-Chang model for Handan silty clay;

Experimental study on instability of rigid piles under lateral loads in silty clay;

Probabilistic characteristics of strength indexes for Taiyuan silty clay;