| 土钉加锚杆复合支挡结构边坡失稳原因分析 |
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| 引用本文： | 张伟. 土钉加锚杆复合支挡结构边坡失稳原因分析[J]. 山西建筑, 2007, 33(18): 101-102 |
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| 作者姓名： | 张伟 |
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| 作者单位： | 邵阳公路桥梁建设有限责任公司,湖南邵阳,422004 |
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| 摘 要： | 结合工程概况,分别从土体强度指标的采用、地下水及降雨的影响、设计计算以及施工中存在的问题几方面对边坡失稳原因进行了分析,为土钉加锚杆复合支挡结构的勘察、设计及施工提供了参考。
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| 关 键 词： | 边坡失稳 土钉 锚杆 复合支挡结构 |
| 文章编号： | 1009-6825（2007）18-0101-02 |
| 修稿时间： | 2007-02-07 |
Causes analysis of lose stability of nail and anchor reinforced soil slope |
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| ZHANG Wei. Causes analysis of lose stability of nail and anchor reinforced soil slope[J]. Shanxi Architecture, 2007, 33(18): 101-102 |
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| Authors: | ZHANG Wei |
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| Abstract: | Combined with practical work, from the application of strength index of soil, influences of underground water and rainfall, design calculation, questions existed in construction and other aspects reasons caused the lose stability of side slope are analyzed, which provide good references for survey, design and construction of composite supporting structure combined with soil nailed wall and anchor. |
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| Keywords: | lose stability of side slope soil nailed wall anchor composite supporting structure |
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