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通过北京周边岩土工程勘察实例,利用静力触探成果计算了地基土压缩模量的经验系数,得出该工程场区的经验系数基本在建议值的范围之内,且经验系数较大,与北京周边土质较硬相吻合。
Through the case study of geotechnical engineering around Beijing, the empirical coefficient of compressive modulus of foundation soil is calculated by using the static cone penetration test results. The empirical coefficient of the project site area is within the range of the recommended value and the empirical coefficient is large, Harder to the soil around Beijing.