Simplified incremental formula for estimating pore water pressure of saturated sands under anisotropic consolidation;

A new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropic consolidation is presented by using the resonant column method.

The soil static and dynamic universal triaxial and torsional shear apparatus is employed to perform drained cyclic torsional shear tests of saturated Fujian standard sand under initial conditions of isotropic consolidation or three-directional anisotropic consolidation.

The soil static and dynamic universal triaxial and torsional shear apparatus newly developed in Dalian University of Technology is used to perform the experimental tests of Fujian standard loose sand subjected to combined shear loading which can simulate the rotation in principal stress direction induced by ocean wave under the three-directional anisotropic consolidation condition.

An experimental study of nonuniform consolidation of rapid sediment seabed soils at Yellow River mouth subjected to wave and tide wave loading;