1) excess hydraulic pressure
超水力压力
2) stress pre-released hydraulically
超前水力卸压
3) hydraulically stress pre-releasing
水力超前卸压
1.
Numerical simulation and experimental study of outburst prevention through hydraulically stress pre-releasing at fully mechanized coal face;
综采工作面水力超前卸压防突数值模拟与试验研究
4) excess pore water pressure
超孔隙水压力
1.
Analysis on excess pore water pressure caused by installing PHC in expressway bridge;
PHC管桩在高速公路桥梁工程施工中引起的超孔隙水压力分析
2.
Soil squeezing effect of concrete-cored sand-gravel piles and excess pore water pressure dissipation;
混凝土芯砂石桩的沉桩挤土效应及超孔隙水压力变化
3.
3-dimension analytical formula for excess pore water pressure resulted from pile driving;
沉桩引起的超孔隙水压力及其消散的三维解析解
5) excess pore water pressure
超静孔隙水压力
1.
3D calculation of excess pore water pressure due to driving pile and its application;
沉桩引起的三维超静孔隙水压力计算及其应用
2.
Calculation of excess pore water pressure of saturated sand foundation with different vertical drainage conditions and overburden pressure;
竖向不同排水条件和上覆压力作用下砂基超静孔隙水压力计算
3.
The evaluation of wave-induced excess pore water pressure and effective stresses are recognized as an important factor in the design of submarine pipelines.
根据计算发现,海床–管线接触效应对管线附近海床中的有效应力影响显著,不同的管沟形状对海床中由波浪所引起的超静孔隙水压力及有效应力影响显著。
6) excess pore pressure
超孔隙水压力
1.
On the other hand,under the drawdown condition of the reservoir,the excess pore pressure will be produced for the sake of the lagged effect of the declining underground water.
水库蓄水后,将形成大量的涉水岸坡,当水位上升时,坡体中由于水的渗入,导致坡体浸水体积的增加,从而使滑面上的有效应力减少或抗滑阻力减少和部分滑带饱水后强度的降低;当水位下降时,由于坡体中浸润面下降的滞后效应,导致坡体内产生超孔隙水压力,也将对滑坡的稳定性产生影响。
2.
Based on the modified Cam clay model,a closed-form formulas of excess pore pressure of the soil in the three zones during the cavity expansion is derived.
将土体在圆孔扩张过程中的应力分布分为三个区域,基于修正剑桥模型推导了圆孔扩张过程中土体在三个区域的超孔隙水压力的解析表达式。
3.
The consolidated-drained ring-shear test method was used to investigate the grain crushing susceptibility of samples, while the consolidated-undrained ring shear test was used to investigate the excess pore pressure generation properties.
在与之相对应的不排水试验中 ,产生粒子破碎的土体最终产生了较高的超孔隙水压力 ,而且孔隙水压力产生的各阶段与排水试验中的体积变化阶段具有良好的对应关系。
补充资料：冲击波超压与动压