| 某顺层岩质边坡的稳定性分析与处治措施探讨 |
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| 引用本文： | 温先琴.某顺层岩质边坡的稳定性分析与处治措施探讨[J].路基工程,2019,0(6):191. |
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| 作者姓名： | 温先琴 |
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| 作者单位： | 中铁二局集团勘测设计院有限责任公司,成都,610031 |
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| 摘 要： | 以某缓倾角顺层软质岩边坡的滑移处治为例，分析了边坡岩体结构、节理产状及层面组合的特征，并采用极限平衡法结合工程地质条件，对其稳定状态及处治措施进行了深入探讨。研究结果表明:当缓倾角顺层岩体存在软弱夹层且临空状态时易发生滑移，而裂隙水的作用加大了其下滑力。
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| 关 键 词： | 顺层边坡 软弱结构面 裂隙水 稳定分析计算 处治措施 |
| 收稿时间： | 2019-01-03 |
Stability Analysis of a Bedding Rock Slope and Discussion on the Treatment Measures |
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| Abstract: | Taking the landslide control of a gently inclined bedding soft rock slope as an example, the characteristics of the rock mass structure, joint attitude and layer combination were analyzed,By use of limit equilibrium method with the engineering geological conditions taken into consideration, the slope stability and the treatment measures were discussed deeply. The results show that, the gently inclined bedding rock mass is prone to landslide when there exits soft interlayer and free face, furthermore, the action of fissure water increases the downslide force. |
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