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分层总和法计算地基沉降浅析
引用本文:王勇. 分层总和法计算地基沉降浅析[J]. 山西建筑, 2010, 36(13): 84-87
作者姓名:王勇
作者单位:山东省烟台市建设工程质量监督站,山东烟台,264001
摘    要:分析了现行国家规范法计算地基沉降与弹性理论解在理论上的差异以及与工程实测沉降产生偏差的根本原因,阐明了基础宽度、基础埋深、土的泊松比等因素对地基沉降的影响,并提出程序计算方法和修正的计算公式,以期指导工程设计。

关 键 词:分层总和法  地基沉降  地基计算深度

On analysis of calculating foundation settlement based on layer-wise summation method
WANG Yong. On analysis of calculating foundation settlement based on layer-wise summation method[J]. Shanxi Architecture, 2010, 36(13): 84-87
Authors:WANG Yong
Abstract:The paper analyzes the theoretical differences between the national regulation method and the flexible theory in calculating the foundation settlement,and the fundamental reasons for the errors in measuring settlement,indicates the influence of the foundation width,foundation depth and poisson ratio,and points out the program calculation methods and modification methods,so as to direct the project design.
Keywords:layer-wise summation method  foundation settlement  foundation depth calculation  
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