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通过在软粘土中静力压入单桩和双桩的模型试验 ,研究了沉桩挤土效应 ,获得了沉桩过程中土体位移随水平和深度方向变化的规律 ,并对压入单桩与双桩的试验结果进行了比较分析。
Through the model test of static pressure into single pile and double pile in soft clay, the squeezing effect of pile sinking is studied, and the law of soil displacement with horizontal and depth direction during pile sinking is obtained. And double pile test results were compared and analyzed.