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During the second stage, the excess pore pressure was dissipated under the constant loads. 固结阶段，土体在恒定荷载作用下，超孔隙气压和超孔隙水压逐渐消散而固结。
In a silty seabed, the excess pore pressure mounts distinctly due to the progressive wave, whereas there is no such phenomenon in a sandy seabed. 采用波浪水槽模型试验的方法,研究波浪荷载作用下砂质和粉质海床的孔压响应问题。
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. 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。
The treatment and effectiveness by use of prefabricated drains method to dissipate the excess pore pressure by pile driving are also introduced under the condition without external loads. 在不加外荷载情况下,采用塑料排水板方法消散打桩引起的超静孔隙水压力的处理措施,解决了高孔隙水压力下主厂房的开挖问题。
Excess pore pressure around deep mixing column in soft Ariake clay 有明黏土中搅拌桩施工时的孔隙水压力
An In-situ Model Test Study of Excess Pore Pressure due to Pile Driving 沉桩挤土对孔隙水压力影响的试验研究
Excess pore pressure induced in piling in saturated structural soft soils 结构性软土中打桩引起的超孔隙水压力
MEASUREMENT AND ANALYSIS OF SOIL HORIZONTAL DISPLACEMENT AND EXCESS PORE PRESSURE DURING PILES DRIVING 静压桩沉桩挤土效应现场监测及分析
MECHANISM OF RAPID LANDSLIDES: EXCESS PORE PRESSURE GENERATION CAUSED BY GRAIN CRUSHING 高速滑坡形成机制:土粒子破碎导致超孔隙水压力的产生
Analytical solution to dissipation of the excess pore pressure in visco-elastic soil surrounding partially permeable tube-pile after installation 黏弹性土中半透水管桩沉桩后孔压消散解析解
sledgehammers were dropped down freely to hit the load board to simulate the wave force acted on concrete layer, and the excess pore pressure and strength variation were observed; 通过研究发现，（1）硬壳层土体基本上处于超固结状态，且超固结比随深度增加而减小，大王北和刁口地区硬壳层强度约是新滩和广利港的两倍，离河口近的地区强度的变异系数比远的地区的要大；
excess pore pressure 超孔隙压力
Because of soil squeezing effect and excess pore water pressur,reconsolidation settlement will occur around soil compaction piles in saturated soft clay during pile driving. 位于饱和软粘土地基中的挤土桩,由于沉桩过程中地基土产生挤土效应及超静孔隙水压力,同时随着超静孔隙水压力的消散,桩周地基土产生再固结沉降。
Considering the non mono tonic compression characteristics, the development of settlement will he quicker than the dissipation of excess pore water pressure. 在考虑了非单调压缩的影响因素后，软土地基中超静孔压的消散将滞后于沉降的发展。
Excess pore water pressure inceased during DJM column installation and disppeared after DJM column installation, it differs with the distance from column and depth. 粉喷桩施工使周围土体中的超孔隙水压力增大，超孔隙水压力随距桩心距离和深度的不同而不同，并且超孔隙水压力在施工结束后逐渐消散，加打排水板使得桩周土体的超孔隙水压力值提高的幅度降低，达到最大值的时间和消散时间缩短，这有利于加大土体固结的程度和缩短固结时间；
Results of calculation show that dissipation of excess pore water pressure due to squeezing effect of concrete-cored sand-gravel piles is faster than that of the ordinary CFG piles. 算例表明，成桩后的混凝土芯砂石桩，其挤土效应产生的超孔隙水压力的消散，远快于常用的水泥粉煤灰碎石桩（CFG桩）。
When the pore pressure is relatively high,the formate is used as a weighting agent to maintain a low-solid mud system. 在地层孔隙压力较高时,则配合使用甲酸盐进行加重,以维持一种性能优良的低固相钻井液体系。
Besides, the undrained shear strength was increased slightly due to the negative pore pressure. 不排水条件下由于负孔隙水压力的存在，土样的表观强度略有增大。
In the meantime, the pore pressure also increased with the increase of confining pressure. 同时，孔隙水压力值也随着周围压力的增大而明显增大。
A safety supervisory control of building dyke, i. e., pore pressure coefficient B-bar control method is introduced. 摘要简要介绍了一种软基上填筑堤坝施工安全的监控方法-孔压系数B值控制法。