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埋置式条形基础作用下饱和土的固结分析
引用本文:张文伟,王凯. 埋置式条形基础作用下饱和土的固结分析[J]. 山西建筑, 2008, 34(25)
作者姓名:张文伟  王凯
作者单位:武汉理工大学工程结构与力学系,湖北,武汉,430070
摘    要:用有限元方法对埋置式条形基础作用下饱和土的固结情况进行了计算分析,并对各影响因素对平均固结度的影响性质作了介绍,通过分析得出了各种埋置情况下固结度的基准曲线.

关 键 词:条形基础  固结度  沉降  饱和土

Consolidation analysis of saturated soil at the effect of embedment type strip foundation
ZHANG Wen-wei,WANG Kai. Consolidation analysis of saturated soil at the effect of embedment type strip foundation[J]. Shanxi Architecture, 2008, 34(25)
Authors:ZHANG Wen-wei  WANG Kai
Affiliation:ZHANG Wen-wei WANG Kai
Abstract:The consolidation situation of saturated soil at the effect of embedment type strip foundation was calculated and analyzed using finite elemental method,each influencing factor on properties of average consolidation degree was introduced,and the datum curve of consolidation at every embedment situation was gained by analysis.
Keywords:strip foundation  consolidation degree  settlement  saturated soil
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