Based on the data of DMT, vane shear test (VST), standard penetration test (SPT) and static cone penetration test (CPT) in Shanghai, the correlation relationship bet.
根据上海地区多个工程的扁铲侧胀试验、十字板剪切试验、标贯试验和静力触探试验的数据,通过选元分析和多元回归,得出扁铲侧胀试验与其它原位试验的相关关系,可供勘察设计相关人员参考使用。
This paper introduces the pile-sinking mechanism of static-pressed pile in soft soil,analyzes the result of static cone penetration test and static load test combined with practical engineering,and proposes the problems should be noticed in engineering reconnaissance,and points out the regression pattern adopted by test pile settlement under similar geologic conditions.
介绍了静压桩在软土中的沉桩机理,并结合工程实例,对静力触探试验和静载荷试验结果进行了分析,提出了在工程勘察中应注意的问题和在相近地质条件下试桩沉降预估采取的回归方式。