| 带软弱夹层的土质边坡稳定性分析研究 |
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| 引用本文： | 宋征,戴军林.带软弱夹层的土质边坡稳定性分析研究[J].山西建筑,2014(12):98-100. |
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| 作者姓名： | 宋征 戴军林 |
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| 作者单位： | [1]三峡大学科技学院,湖北宜昌443002 [2]深圳市深水水务咨询有限公司,广东深圳518003 |
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| 摘 要： | 在简化方法的基础上,拟定破裂面为曲线形式,推导了深度不大位置存在软弱夹层的均质边坡的安全系数,并搜索了最危险滑动面,通过对比分析,反映了软弱夹层对边坡稳定的影响,可为带软弱夹层的实际边坡工程的分析和设计提供参考。
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| 关 键 词： | 软弱夹层 对数螺旋线 最危险滑动面 |
Study on soil slope stability containing soft interlayer |
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| SONG Zheng,DAI Jun-lin.Study on soil slope stability containing soft interlayer[J].Shanxi Architecture,2014(12):98-100. |
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| Authors: | SONG Zheng DAI Jun-lin |
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| Affiliation: | 2 ( 1. College of Science and Technology of China Three Gorges University, Yichang 443002, China ; 2. Shenzhen Shenshui Water Resources Consulting Co. , Ltd , Shenzhen 518003, China) |
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| Abstract: | Based on the simplified method, the paper assumes the failure surface as the curves, deduces the safety coefficient of the homogene- ous slope of the soft rock strata in the low position, searches the critical slip surface, and reflects the influence of the soft rock strata on the slope stability by the comparison and analysis, so as to provide some reference for the analysis and design of the factual slope projects with the soft rock strata. |
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| Keywords: | soft rock strata logarithmic spiral line critical slip surface |
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