pore water pressure

基本解釋

The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.
飽和軟粘土地基沉樁過(guò)程中樁土擠壓所引起的樁周土體超孔隙水壓力效應(yīng)是非常顯著的。
The strain excess pore water pressure is a response of the residual strain potential coupled with the skeleton of soil.
應(yīng)變超孔隙水壓力是上耦合于骨架剩余應(yīng)變勢(shì)的反映。
The proposed analysis method is validated through the comparison of the values of excess pore water pressure, piezocone test, theoretical estimates and the data collected in four projects.
最后通過(guò)工程實(shí)例把孔壓靜探試驗(yàn)得出的超孔壓值、理論值以及現(xiàn)場(chǎng)實(shí)測(cè)值進(jìn)行了對(duì)比，初步驗(yàn)證了利用孔壓靜探試驗(yàn)估算沉樁過(guò)程中產(chǎn)生的超孔隙水壓力的可行性。

孔隙水壓力
Therefore the research of pore water pressure is one of the important issue in soil dynamics.
因此,孔隙水壓力增長(zhǎng)模式一直是土動(dòng)力學(xué)研究的重要內(nèi)容之一。
孔壓
It is necessary to set up the pore water pressure model under complex stress condition.
因此,有必要建立復(fù)雜應(yīng)力條件下的孔壓—能量模式。
交通運(yùn)輸工程
孔隙水壓力
The combination of these two effects delays the consolidation process; The settlement and the excess pore water pressure calculated by this method agree well with in-site measurement.
理論計(jì)算得到的沉降和超靜孔隙水壓力與實(shí)測(cè)結(jié)果進(jìn)行了比較，兩者吻合較好。
孔壓