| 考虑开挖作用应力的水泥土墙稳定性分析 |
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| 引用本文： | 章杨松. 考虑开挖作用应力的水泥土墙稳定性分析[J]. 苏州科技学院学报(工程技术版), 2006, 19(1): 6-9 |
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| 作者姓名： | 章杨松 |
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| 作者单位： | 南京理工大学,土木工程系,江苏,南京,210094 |
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| 摘 要： | 探讨了有限元应力边坡稳定性计算方法在水泥土挡墙稳定性分析中的应用,并与简单圆弧滑动条分法及毕肖普法计算结果进行了对比,结果表明,有限元应力边坡稳定性计算方法理论依据更合理。
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| 关 键 词： | 水泥土挡墙 基坑稳定性 有限元法 |
| 文章编号： | 1672-0679(2006)01-0006-03 |
| 修稿时间： | 2005-09-15 |
Stability Analysis of Cement-soil Retaining Wall Considering Excavated Induced Stresses |
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| ZHANG Yang-song. Stability Analysis of Cement-soil Retaining Wall Considering Excavated Induced Stresses[J]. Journal of University of Science and Technology of Suzhou:Engineering and Technology, 2006, 19(1): 6-9 |
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| Authors: | ZHANG Yang-song |
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| Abstract: | The application of stability analysis based on finite element stress method for the slope stability problem of cement-soil retaining wall is discussed in this paper.The result of the finite element stress method is compared with that computed by Ordinary Method of Slices and Bishop's Modified Method and the reasons of difference are analyzed.It is shown that the finite element stress method is theoretically more reasonable. |
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| Keywords: | cement-soil retaining wall foundation pit stability finite element method |
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