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DISPLACEMENT AND PORE PRESSURE MONITORING DURING INSTALLATION OF DRILLED DISPLACEMENT PILES

机译:钻孔位移桩安装过程中的位移和孔隙压力监测

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The foundation design for a proposed 10-story building in San Francisco, California included the construction of drilled 18-inch-diameter displacement "Omega" piles. A large diameter combined sanitary sewer and storm drain force main is located outside of the building footprint 21-1/2 feet from the closest pile, as shown on Figure 1 below. At the study location, the stratigraphy consists of heterogeneous fill and weak, compressible clay ("Bay Mud"), underlain by dense sand, stiff clay, and bedrock.
机译:加利福尼亚州旧金山拟建的10层建筑物的基础设计包括钻孔18英寸直径位移“ Omega”桩的建造。大直径的下水道和雨水排放总管位于距离最近的桩柱21-1 / 2英尺的建筑物占地面积之外,如下图1所示。在研究地点,地层由非均质填充物和薄弱的可压缩黏土(“海湾泥”)组成,地层下有致密的沙子,坚硬的黏土和基岩。

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