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扁铲侧胀试验计算地基承载力的方法及对比分析
引用本文:徐 威,陈智勇,郑华文.扁铲侧胀试验计算地基承载力的方法及对比分析[J].水运工程,2018(6):268-273.
作者姓名:徐 威  陈智勇  郑华文
作者单位:中交第三航务工程勘察设计院有限公司
摘    要:针对扁铲侧胀试验计算地基承载力的问题,进行多种常用方法的分析,并对扁铲侧胀试验进行介绍。结合港珠澳大桥珠澳人工岛勘察工程,对扁铲侧胀试验数据与静力触探试验参数进行相关性分析和统计回归,推导出用扁铲侧胀试验计算地基承载力的经验公式。对其结果与其他方法计算的地基承载力进行对比分析,表明采用扁铲侧胀试验计算地基承载力是可行的,但应该用地区性经验加以检验和修正。

关 键 词:扁铲侧胀试验  地基承载力  扁铲模量  静力触探试验  对比分析

Method and comparative analysis of calculating bearing capacity of foundation soil using flat dilatometer test(DMT)
XU Wei,CHEN Zhi-yong and ZHENG Hua-wen.Method and comparative analysis of calculating bearing capacity of foundation soil using flat dilatometer test(DMT)[J].Port & Waterway Engineering,2018(6):268-273.
Authors:XU Wei  CHEN Zhi-yong and ZHENG Hua-wen
Institution:CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032,China,CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032,China and CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032,China
Abstract:For the problem of calculating the bearing capacity of foundation soil by the flat dilatometer test (DMT),a variety of common method and briefly introducing DMT are analyzed.Combined with engineering investigation on the Zhuhai-Macau artificial island of the Hong Kong-Zhuhai-Macao Bridge,with correlation analysis and statistics and regression of DMT data with parameters of static cone penetration test,the empirical formula for calculating the bearing capacity of the foundation using DMT is derived.The results compared with other methods to calculate the foundation bearing capacity,show that the flat dilatometer test (DMT) foundation bearing capacity is feasible,and the results should be examined and corrected with regional experience.
Keywords:flat dilatometer test (DMT)  bearing capacity of foundation soil  modulus with flat  the static cone penetration test  comparative analysis
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