| 两种计算沉降深度方法的比较 |
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| 引用本文： | 李桂茹,张裕媛. 两种计算沉降深度方法的比较[J]. 工程建设与设计, 2011, 0(2): 78-80 |
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| 作者姓名： | 李桂茹 张裕媛 |
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| 作者单位： | 李桂茹,LI GUI-ru(天津城建学院,建筑设计研究院,天津300384);张裕媛,ZHANG Yu-yuan(天津城建学院,基础部,天津,300384) |
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| 摘 要： | 通过具体算例得到同一个基础上各点用变形比法与应力比法所得到的沉料算深度,并进行了比较,说明变应比法所得到的沉降计算深度不尽合理,进一步又分析并说明其产生不合理现象的原因.
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| 关 键 词： | 沉降计算深度 应力比法 变形比法 |
Comparing the Depth of Settlement Calculation with the Method of Strain Ratio and Stress Ratio |
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| LI GUI-ru,ZHANG Yu-yuan. Comparing the Depth of Settlement Calculation with the Method of Strain Ratio and Stress Ratio[J]. Construction & Design for Project, 2011, 0(2): 78-80 |
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| Authors: | LI GUI-ru ZHANG Yu-yuan |
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| Affiliation: | LI GUI-ru1,ZHANG Yu-yuan2(1.Architeclure Design of Tianjin Institute of Urban Construction,Tianjin300384,China,2.Foundation Department of Tianjin Institute of Urban Construction,China) |
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| Abstract: | Though an actual example,the depth of settlement calculation with the method of strain ratio and stress ratio were gotten,and the calculating results were compared.It illustrated the method of strain ratio is unreasonable results futher. |
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| Keywords: | depth of settlement calculation method of strain ratio method of stress ratio |
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