| 地基沉降变形等效参数分析 |
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| 引用本文： | 余晓雅,李会云.地基沉降变形等效参数分析[J].山西建筑,2011,37(1):51-52. |
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| 作者姓名： | 余晓雅 李会云 |
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| 作者单位： | 河北大学建筑工程学院,河北,保定,071002 |
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| 基金项目： | 河北大学校内基金资助项目(项目编号:2006Q27) |
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| 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。
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| 关 键 词： | 地基 沉降变形 等效参数 |
Analysis on the equivalent parameters for the foundation settlement and deformation |
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| YU Xiao-ya,LI Hui-yun.Analysis on the equivalent parameters for the foundation settlement and deformation[J].Shanxi Architecture,2011,37(1):51-52. |
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| Authors: | YU Xiao-ya LI Hui-yun |
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| Affiliation: | YU Xiao-ya LI Hui-yun |
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| Abstract: | 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. |
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| Keywords: | foundation settlement and deformation equivalent parameters |
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