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软土复合地基综合变形模量理论计算与验证
引用本文:季永兴,吴睿,费忠,徐福军. 软土复合地基综合变形模量理论计算与验证[J]. 中国农村水利水电, 2004, 0(1): 82-84
作者姓名:季永兴  吴睿  费忠  徐福军
作者单位:上海市水利工程设计研究院,上海,200063
摘    要:地基变形模量可以采用现场试验、查表、压缩模量转换等多种方法确定,对软土复合弹性地基的地基变形模量的确定方法进行探讨,以现场试验数据验证了考虑软土处理方法、材料特性而建立的权重法计算模式是合适的。从而为软土地基处理后的复合地基上的结构内力计算提供参考依据。

关 键 词:软土地基  变形模量  权重法  地基变形  压缩模量  复合地基
文章编号:1007-2284(2004)01-0082-03
修稿时间:2003-02-10

Theoretical Calculation and Verification of Soft Composite Foundation Deformation Modulus
JI Yong-xing,WU Rui,FEI Zhong,XU Fu-jun. Theoretical Calculation and Verification of Soft Composite Foundation Deformation Modulus[J]. China Rural Water and Hydropower, 2004, 0(1): 82-84
Authors:JI Yong-xing  WU Rui  FEI Zhong  XU Fu-jun
Abstract:The deformation modulus of foundation can be determined with field experiment, table lookup, compression modulus conversion, and other methods. The deformation modulus method of soft composite foundation is discussed and verified by field experiment data in the paper. The results show that the method of weighting based on consideration of soft soil treatment method, properties of material is appropriate, and can provide reference for structural internal stress calculation of composite foundation after soft foundation treatment.
Keywords:soft composite foundation  deformation modulus  method of weighting
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