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地基沉降计算深度范围内压缩模量当量值Es-的实用计算公式
UTILITY FORMULAS OF EQUIVALENT COMPRESSION MODULUS Es ̄- IN RANGE OF EFFECTIVE DEPTH IN FOUNDATION SETTLEMENT ANALYSIS
【摘要】 本文针对《建筑地基基础设计规范》(GBJ7—89)中地基沉降计算深度范围内压缩模量当量值的计算公式,通过理论推导,提出该值的实用计算公式,其计算结果使在沉降计算中完全等效于各分层的压缩模量,且计算十分简捷。
【Abstract】 The utility formulas, instead of the calculation formulas of equivalevnt compression modulus in the range of the effective depth of foundation settlement analysis specified in the "Building Coda Requirements for Foundation Design’’(GBJ7-89), are proposed based on the theoretical derivations. The results from the utility formulas are totally equivalent to the compression modulus of every stratum of the soil. Moreover, the calculations are quite simple.
【关键词】 压缩模量当量值;
附加应力面积;
平均竖向附加应力;
【Key words】 equivalent compression modulus; area of additional stress; average vertical additional stress;
【Key words】 equivalent compression modulus; area of additional stress; average vertical additional stress;
- 【文献出处】 工业建筑 , 编辑部邮箱 ,1994年04期
- 【分类号】TU470.3
- 【被引频次】11
- 【下载频次】603