饱和软粘土地区静力压桩施工引起土体变形的机制研究
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摘要: 本文通过分析土体体积应变和孔隙水压力之间内在联系的基本微分方程和静压桩的沉桩机理,探讨了饱和软土地区压桩施工引起土体变形的机理,为防范方案的选择提供一定的理论依据。Abstract: The mechanism of the soil deformation due to the construction of static press pile in the saturated soft clay area is researched in this paper based on the analysis of the internal relations between the volumetric strain and pore water pressure. And the theorical base is provided for the selection of the guard plan.
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