excess pore water造句

The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.

The excess pore water pressure at the interface of the pile and soil is discussed too.

The average consolidation degrees defined by excess pore water pressure and settlement respectively are different to some extent.

The strain excess pore water pressure is a response of the residual strain potential coupled with the skeleton of soil.

Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays

According to the theory of equivalent of seepage discharge to volume change, a simplified formula for consolidation is derived from the concept of average excess pore water pressure.

Two modes have been identified in the earthquake induced damage to soil structures and foundations associated with excess pore water pressure rise in saturated sand.

By a quantity of detailed numerical calculation and analysis, space-time distribution of effective stresses, deformation and evolution of excess pore water pressure are simulated.