摘要
经理论分析,推导出成层地基一维粘弹性固结的有关公式,并在此基础上提出了地基沉降一维粘弹性计算的等效参数方法,具体算例显示,与传统的沉降计算方法相比较,该等效参数方法计算简便,结果合理,符合实际工程简单适用的要求。
Through theoretical analysis, this thesis deduces the relevant formulas of one-dimensional visco-elastic consolidation for layered soil, and puts forward equivalent parameters calculation method of one-dimensional visco-elastic consolidation for foundation settlement. A numerical example shows that： comparing to traditional settlement calculation methods, equivalent parameters calculation method is simple with rational results, which meets the demand of simple and practical engineering.
出处
《山西建筑》
2011年第1期51-52,共2页
Shanxi Architecture
基金
河北大学校内基金资助项目(项目编号:2006Q27)
关键词
地基
沉降变形
等效参数
foundation, settlement and deformation, equivalent parameters
