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Numerical Analysis on the Excess Pore Water Pressure of Pipe-pile with Hole during the Static-sinking Pile

机译:静电桩中管桩多孔水压的数值分析

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The time-space change rules of the environmental effects of the analysis of excess pore water pressure dissipation have also been studied during the static sinking-pile of the pipe-pile with hole. The results show: The excess pore water pressure will be dissipated with the time extending during the static sinking-pile of the 3 kinds of pipe-pole with hole. On the condition of the same effective radius, the depth of the observation dot is bigger, the excess pore water pressure will be bigger. On the contrast to the pipe-pole without hole, to some extent, the pipe-pole with hole can reduce the maximum of excess pore water pressure, and expedite the excess pore water pressure dissipation. This results can be provided the credible base for the theory research on the pipe-pole with hole and its application.
机译:在带孔的静电堆积桩期间还研究了多余孔隙水压力耗散分析环境影响的时空变化规则。 结果表明:在带有孔的3种管杆的静电下沉桩期间延伸的时间散发出多余的孔隙水压。 在相同的有效半径的条件下,观察点的深度较大,过量的孔隙水压将更大。 在没有孔的管杆对比的情况下,在一定程度上,带孔的管杆可以减少多余的孔隙水压的最大值,并加快过量的孔隙水压散。 该结果可以为具有孔的管杆理论研究的可信基础及其应用。

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