This paper introduced a new method for determining the bearing capacity of foundation soil using the flat dilatometer test ( dmt ) 摘要简单介绍扁铲侧胀试验，首次提出用扁铲侧胀试验计算地基承载力的方法。
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By comparing a number of dmt data with parameters of lab tests , cone penetration tests and vane shear tests from several magnitude projects in shanghai , the authors develop empirical formulae for calculating the bearing capacity of foundation soil from the dmt and assess their accuracy 利用上海地区部分重大工程中的扁铲侧胀试验数据，在与室内土工试验、静力触探试验及十字板剪切试验的试验参数相关分析的基础上，经数理统计后给出了上海地区用扁铲侧胀试验计算地基承载力的经验公式，并对其计算精度进行了评价。
