| 石砌挡土墙稳定性分析 |
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| 引用本文： | 帅海乐,武立波.石砌挡土墙稳定性分析[J].水利与建筑工程学报,2007,5(4):96-98. |
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| 作者姓名： | 帅海乐 武立波 |
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| 作者单位： | 西安建筑科技大学,土木工程学院,陕西,西安,710055;宁夏大学土木与水利工程学院,宁夏,银川,750021 |
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| 摘 要： | 石砌挡土墙是一种很古老的挡土结构,在我国山区有着很广泛的应用。在等效连续的单元模型基础上,用有限元分析软件PLAXIS对石砌挡土墙的稳定性进行分析。通过和实测情况对比,验证了该方法的实用性,并较详细地考虑了施工过程、地基刚度和坡角对挡土墙稳定性的影响。
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| 关 键 词： | 石砌挡土墙 有限元 稳定性 |
| 文章编号： | 1672-1144（2007）04-0096-03 |
| 收稿时间： | 2007-06-10 |
| 修稿时间： | 2007-07-07 |
Analysis on Stability of Stone Masonry Retaining Walls |
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| SHUAI Hai-le,WU Li-bo.Analysis on Stability of Stone Masonry Retaining Walls[J].Journal of Water Resources Architectural Engineering,2007,5(4):96-98. |
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| Authors: | SHUAI Hai-le WU Li-bo |
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| Abstract: | A stone masonry retaining wall is an old kind of retaining structures.In China,it is extensively adopted in mountainous areas.Based on the continuous element model for the retaining wall,the finite element software PLAXIS is applied to analyze its stability in this study.Comparing it with field trials,the accuracy of this method is checked,and the affecting factors such as the construction process,foundation rigidity and the slope angle are considered. |
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| Keywords: | stone masonry retaining wall finite element method stability |
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