[1]张新克,任光明,刘金阳.某电站库区1#倾倒体边坡稳定性评价[J].水土保持研究,2007,14(01):313-314,317.
　ZHANG Xin-ke,REN Guang-ming,LIU Jin-yang.Evaluation of No.1 Toppling Slope Stability in the Reservoir Area of a Power Station[J].Research of Soil and Water Conservation,2007,14(01):313-314,317.
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某电站库区1#倾倒体边坡稳定性评价

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 14 期数: 2007年01期 页码: 313-314,317 栏目: 出版日期: 1900-01-01
Title:
Evaluation of No.1 Toppling Slope Stability in the Reservoir Area of a Power Station
作者:
张新克1, 任光明1, 刘金阳2
1. 成都理工大学环境与土木工程学院, 成都 610059;
2. 四川省冶金地质勘察局606大队, 彭州 611930
Author(s):
ZHANG Xin-ke1, REN Guang-ming1, LIU Jin-yang2
1. College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China;
2. No.606 Geological Party, Bureau of Metallurgical Geological Exploration, Pengzhou 611930, China
关键词:
倾倒体; 边坡稳定性; SARMA法; 有限元法
Keywords:
topple slope stability; Sarma’s method; finite element method
分类号:
P642.21
摘要:
结合某电站库区一典型的倾倒体边坡，介绍了边坡的基本地质条件和坡体结构特征。在此基础上，采用SARMA法和有限元法对该倾倒体边坡的稳定性进行了定量计算与定性评价，评价结果与现场调查比较一致。
Abstract:
With a typical toppling slope in the reservoir of a power station, the basic geological condition and the slope body structural characteristic are presented. Based on this foundation, it carries on the quantitative evaluation and the qualitative evaluation for the toppling slope stability using Sarma’s method and finite element method, the evaluative result shows that it is consistent with the scene investigation.

参考文献/References:

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[2] 陈祖煜,汪小刚,杨健.岩质边坡稳定分析-原理·方法·程序[M].北京:中国水利水电科学研究院,2005.766-799.
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[4] 边树兴,李克民,朱玉生.边坡稳定分析Sarma法中稳定性检验的分析[J].露天采矿技术,2004(2):12-14.
[5] 洪玉辉.碧口水电站右岸倾倒体高边坡稳定性分析与评价[J].西北水电,1994,(1):10-14.

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备注/Memo

收稿日期:2006-3-13;改回日期:。
作者简介:张新克（1980- ），男，成都理工大学环境与土木工程学院硕士研究生，研究方向：边坡稳定性与工程环境效应。

更新日期/Last Update: 1900-01-01