[1]LI Cheng-wu,TANG Xing-jun,WANG Guang-liang.Analysis of the Origin Mechanism and Stability Evaluation to Some Giant Landslide in Upper Course of Yalong River[J].Research of Soil and Water Conservation,2007,14(05):273-275.
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Analysis of the Origin Mechanism and Stability Evaluation to Some Giant Landslide in Upper Course of Yalong River
Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
14
Number of periods:
2007年05期
Page number:
273-275
Column:
Public date:
1900-01-01
- Title:
- Analysis of the Origin Mechanism and Stability Evaluation to Some Giant Landslide in Upper Course of Yalong River
- Keywords:
- giant landslide; origin mechanism; stability evaluation
- CLC:
- P642.22
- DOI:
- -
- Abstract:
- According to the analysis of some giant landslide in upper Yalong river,it belongs to the creep-sliding-bending type.At present,the landslide distortion sign is the slippery body earth creep-tension.In this foundation,the selection of safety margin obviously is lower A2 area,carried on the appraisal to it under the different conditions stability,the results indicated A2 area is better under the natural condition,could not satisfy the safety request under the rainstorm condition,the earthquake condition can be lower.
- References:
-
[1] 张倬元, 王士天, 王兰生.工程地质分析原理(第二版)[M].北京:地质出版社, 1994.
[2] 张咸恭, 王思敬, 张倬元, 等.中国工程地质学[M].北京:科学出版社, 2000.
[3] 《工程地质手册》编写委员会.工程地质手册[S].北京:中国建筑工业出版社, 1992.
[4] 石豫川, 冯文凯, 叶志平, 等.金沙江上游某巨型复合型滑坡的基本特征及稳定性分析[J].地质灾害与环境保护, 2003, 14(4):11-15.
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Last Update:
1900-01-01