The problem that the osmotic pressure of the outwater wells in every pumping station is too high during the first water diversion experiment and later developments are emphatically discussed.

In the stress and stability analysis of dam and rock slope with Finite Element Method (FEM), face loads are usually used to act on one side of elements of the interface between dam and foundation and the structural planes for simulation of the osmotic pressure on the interface and the planes.

Calculation of dewatering depth of confined water under foundation pits by use of submerged weight of overburden soil and seepage force;

Calculation of groundwater seepage force and stability analysis of slopes;

Face stability analysis of tunnels with consideration of seepage force

Influence of seepage pressure on damage of fractured rock mass;

The boundary element method for calculating the seepage pressures on the dam foundation surface;

Study of stability of anchoring jointed rockmass under seepage pressure