| 厦门某岩质高边坡工程治理经验浅析 |
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| 引用本文： | 张晓勇,谢含华.厦门某岩质高边坡工程治理经验浅析[J].福建地质,2010,29(4):347-354. |
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| 作者姓名： | 张晓勇 谢含华 |
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| 作者单位： | [1]福建岩土工程勘察研究院厦门分院,厦门361020 [2]厦门地质工程勘察院,厦门361008 |
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| 摘 要： | 结合厦门某岩质高边坡治理工程实例,通过极限平衡法和有限元法对边坡稳定性进行分析,初步探讨节理裂隙的发育程度对岩质边坡稳定性的影响以及锚固件和边坡岩体之间的相互作用机理,在此基础上进行边坡工程支护方案的设计,得出的结论对类似工程有参考价值。
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| 关 键 词： | 边坡工程 稳定性 极限平衡法 有限元法 预应力锚喷支护 |
Engineering Treatment Experience of a High Rock Slope in Xiamen |
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| Zhang Xiaoyong,Xie Hanhua.Engineering Treatment Experience of a High Rock Slope in Xiamen[J].Geology of Fujian,2010,29(4):347-354. |
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| Authors: | Zhang Xiaoyong Xie Hanhua |
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| Institution: | Zhang Xiaoyong Xie Hanhua (1 Xiamen Branch Institute of Fujian geotechnical investigation research institute, Fujian Xiamen , 361020; 2. Xiamen Institute of Geological Investigation, Xiamen, 361008) |
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| Abstract: | Xiamen Island frequently occur slope geological disasters due to locating in low mountain and hill regions. Combined with a engineering case of high rock slope treatment, using limit equilibrium method and finite element method analyze and evaluate the rock slope stability, we preliminary study the effect degree of joints development on rock slope stability and the interracial interaction mechanism between anchor pieces and rock, giving a reasonable and fine slope retaining design scheme on these bases. Some conclusions could be valuable to other similar slope engineering treatment. |
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| Keywords: | slope engineering stability limit equilibrium method finite element method prestressed anchor-plate retaining |
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