| 黄土高边坡的滑坡机理与稳定分析方法的探讨 |
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| 引用本文： | 饶文英,郭增玉.黄土高边坡的滑坡机理与稳定分析方法的探讨[J].西安理工大学学报,1988(2). |
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| 作者姓名： | 饶文英 郭增玉 |
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| 作者单位： | 陕西机械学院水利水电分院，陕西机械学院水利水电分院 |
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| 摘 要： | 本文对宝鸡峡引渭灌溉工程塬边渠道黄土高边坡滑坡问题进行了研究探讨。结合86公里段滑坡,从理论上分析了黄土高边坡的形成原因及机理;在对滑坡床土料取得室内大量试验资料的基础上,对86公里段滑坡进行了各种方案的电算分析,进一步验证了成因及机理分析的正确。同时对整治方案也进行了多种情况电算分析及稳定性评价。
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| 关 键 词： | 黄土高边坡 滑坡机理 稳定分析 |
Mechanism of Landslide for High Loess Slop and Discussion on Stability Analysis Method |
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| Rao Wenying Guo Zengyu.Mechanism of Landslide for High Loess Slop and Discussion on Stability Analysis Method[J].Journal of Xi'an University of Technology,1988(2). |
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| Authors: | Rao Wenying Guo Zengyu |
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| Institution: | Rao Wenying Guo Zengyu |
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| Abstract: | The auther investigated and studied a landslide problem of high loess slop for drain at the terrace edge of BAO JI GORGE irrigation engineering trans- mitting from WEI RIVER.In light of 86km range of landslide,anatyzied the reason and mechanism of high loess slop on theory.On the basis of a lot of test data for the slop bedsoil indoor,calculated various plans to 86km land- slide by computer and further testified the analysis of the mechanism and rea- son.At the same time,computer analysis for various situations and evaluations of stability is done to improvement projects. |
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| Keywords: | high loess slop mechanism of landslide stability analysis |
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