The consolidated undrained dynamic triaxial test of saturated Fujian standard sands is conducted under different conditions, on the basis of which the relationship between ratio of shear/normal stress and ratio of normal/shear strain on two planes (“Mobilized Plane” and “Spatial Mobilized Plane”) is studied in details respectively.

The consolidated undrained dynamic triaxial test of saturated Fujian standard sands is conducted under different conditions, on the basis of which the relationship between ratio of shear/normal stress and ratio of normal/shear strain on two planes (“Mobilized Plane” and “Spatial Mobilized Plane”) is studied in details respectively.

Microstructure transformation of ultrafine eutectoid lamellar under deformation of shear strain;

Shear strain in MBE grown CdTe films on Si(211) substrates;

The model of plastic shear strain gradient on size effect in uniaxial compression of rock specimen;

Effects on maximum shear strain of soil layer surface of vertical seismic motion;

The results show that dynamic recrystallization of austenite in the zone of largest effective plastic strain doesn't be most complete,while shear strain has more strong effect on dynamic recrystallization.

The shear strain distributions over the cross-sectionand the forms of damage of bending beams were obtained.