| 两类土钉墙稳定性分析计算方法的比较 |
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| 引用本文： | 景伟.两类土钉墙稳定性分析计算方法的比较[J].山西建筑,2007,33(17):96-97. |
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| 作者姓名： | 景伟 |
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| 作者单位： | 广东工业大学建设学院,广东,广州,510006 |
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| 摘 要： | 结合工程实例,分别采用圆弧滑动条分法和类重力式挡土墙法对该工程的土钉墙稳定性进行了计算,分析了各类安全系数差异较大的原因,对不同情况下土钉墙稳定计算采用何种方法提出了建议,为土钉墙稳定性分析提供了参考依据。
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| 关 键 词： | 土钉墙 稳定性 重力式挡土墙 |
| 文章编号： | 1009-6825（2007）17-0096-02 |
| 修稿时间： | 2007-01-22 |
Comparison of two methods for stability analysis and calculation of soil nailed wall |
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| JING Wei.Comparison of two methods for stability analysis and calculation of soil nailed wall[J].Shanxi Architecture,2007,33(17):96-97. |
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| Authors: | JING Wei |
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| Abstract: | Combined with practical work the circular slice method and analog-gravity retaining wall method for stability calculation of soil nailed wall are introduced. Reasons caused the large differences of various safety coefficients are analyzed, at the same time suggestions are proposed for the selection of proper calculation method according to various situations, which provide good references for stability analysis and calculation of soil nailed wall. |
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| Keywords: | soil nailed wall stability gravity retaining wall |
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