| 观光塔边坡的稳定性分析与治理措施 |
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| 引用本文： | 莫海鸿,朱玉平.观光塔边坡的稳定性分析与治理措施[J].岩土力学,2004,25(Z2):487-490. |
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| 作者姓名： | 莫海鸿 朱玉平 |
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| 作者单位： | 1. 华南理工大学,土木工程系,广东,广州,510640
2. 广东省地质勘查局,勘察施工管理处,广东,广州,510080 |
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| 摘 要： | 分析了观光塔边坡的失稳破坏机制,并应用不确定性方法对该边坡进行了稳定性分析,结果表明,坡脚陡倾岩层是阻止该边坡继续滑移的有利因素,地下水是控制该边坡稳定的主导因素.最后,基于机制分析提出了针对性的治理措施.
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| 关 键 词： | 边坡 机制分析 稳定性分析 治理措施 |
| 文章编号： | 1000-7598-(2004)增-0487-05 |
| 修稿时间： | 2004年4月30日 |
The stability analysis and engineering treatment of Sighting Tower slope |
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| MO Hai-hong,ZHU Yu-ping.The stability analysis and engineering treatment of Sighting Tower slope[J].Rock and Soil Mechanics,2004,25(Z2):487-490. |
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| Authors: | MO Hai-hong ZHU Yu-ping |
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| Institution: | MO Hai-hong1,ZHU Yu-ping1,2 |
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| Abstract: | The failure mechanism of instability of Sighting Tower slope is analyzed; and its the stability analysis is carried out using the non-determinacy analyzing approaches. The results show that, for Sighting Tower slope, the slope toe strata are favorable factors to prevent continual slope sliding and the groundwater is the dominant factor to the slope stability. Based on the mechanism analysis the appropriate engineering treatments are also proposed. |
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| Keywords: | slope mechanism analysis slope stability analysis engineering treatment |
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