The results show that for the total pressures of a Pitot tube,those values obtained from a small total port were closer to the reference value in the lower velocity,whereas in the higher velocity,most measured results were of large errors.

Research on strength and pore pressure of intact clay considering variation of principal stress direction;

Analysis of field test data on pore pressure in vacuum drainage preloading;

A summary of research on residual strain and pore pressure of soils under earthquake loads;

Analysis for pore water pressure increment of saturated standard sand under deviatoric stress consolidation;

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

Test study on influence of fine particle content on dynamic pore water pressure development mode of silt;