叶观宝, 汤竞, 徐超, 高彦斌. 利用孔压静力触探试验估算沉桩过程中产生的超孔隙水压力[J]. 工程力学, 2005, 22(S1): 194-198.
引用本文: 叶观宝, 汤竞, 徐超, 高彦斌. 利用孔压静力触探试验估算沉桩过程中产生的超孔隙水压力[J]. 工程力学, 2005, 22(S1): 194-198.
YE Guan-bao, TANG Jing, XU Chao, GAO Yan-bin. ESTIMATION OF EXCESS POREWATER PRESSURE DURING PILE INSTALITION BY PIEZOCONE TEST[J]. Engineering Mechanics, 2005, 22(S1): 194-198.
Citation: YE Guan-bao, TANG Jing, XU Chao, GAO Yan-bin. ESTIMATION OF EXCESS POREWATER PRESSURE DURING PILE INSTALITION BY PIEZOCONE TEST[J]. Engineering Mechanics, 2005, 22(S1): 194-198.

利用孔压静力触探试验估算沉桩过程中产生的超孔隙水压力

ESTIMATION OF EXCESS POREWATER PRESSURE DURING PILE INSTALITION BY PIEZOCONE TEST

  • 摘要: 分析了沉桩过程对桩周土的影响机理,介绍了利用孔穴扩张理论模拟得出的该过程中产生的瞬时超孔隙水压力的理论解。同时对孔压静力触探和沉桩进行了可比性分析,提出了用孔压静力触探试验来估算该超孔隙水压力的方法。最后通过工程实例把孔压静探试验得出的超孔压值、理论值以及现场实测值进行了对比,初步验证了利用孔压静探试验估算沉桩过程中产生的超孔隙水压力的可行性。

     

    Abstract: A new method using piezocone test to estimate the excess pore water pressure caused by installing pile is proposed in this paper. The mechanism for generation of excess pore water pressure is explained and a theoretical solution deduced from the expansion of cylindrical and spherical cavities is presented. The analysis is conducted on the basis of the similarity of piezocone test and the driving pile. 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.

     

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