| 南平某商住小区高边坡稳定性分析与治理措施 |
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| 引用本文： | 黄兰姬.南平某商住小区高边坡稳定性分析与治理措施[J].福建地质,2010,29(3):279-282. |
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| 作者姓名： | 黄兰姬 |
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| 作者单位： | 福建省闽北地质大队,邵武,350000 |
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| 摘 要： | 通过南平某商住小区高边坡岩土工程勘察工程实例,分析研究其边坡稳定性,认为该边坡土体整体超过临界稳定状态而处于不稳定状态,边坡岩体当存在外倾结构面时处于不稳定状态,特别是在连续降雨或暴雨条件下,边坡可能失稳。根据边坡特征和不同工程情况,提出了边坡的支护结构类型和采取削坡减载、排水及坡面防护的综合治理方案,治理效果良好。
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| 关 键 词： | 边坡 稳定性分析 支护 治理 |
High-slope Stability Analysis of a Resident District in Nanping City and Some Counter Measures of Governing High Slopes |
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| Huang Lanji.High-slope Stability Analysis of a Resident District in Nanping City and Some Counter Measures of Governing High Slopes[J].Geology of Fujian,2010,29(3):279-282. |
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| Authors: | Huang Lanji |
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| Institution: | Huang Lanji(Northern Fujian Geologic Party of Fujian Province,Shaowu,350000) |
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| Abstract: | Taking the high-slope surveying of an uptown in Nanping City for an engineering example and based on the analytical study of its slope stability,it is considered that the earth mass of the high wall slope gets ahead of the critical stable state and is placed in the unstable state.If there is an extroversional structural plane in the rock mass of the high wall slope,the rock mass exists in an unstable constitution.Especially in the conditions of continuous rainfall or hard rain,the high wall slope may be col... |
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| Keywords: | slope analysis of slope stability support governing |
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