[1]WU Yi-ying,SHI Yu-chuan,WANG Xiang-feng.Features of Xiaokou Landslide and the Stability Evaluation[J].Research of Soil and Water Conservation,2006,13(01):151-153.
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Features of Xiaokou Landslide and the Stability Evaluation
Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
13
Number of periods:
2006年01期
Page number:
151-153
Column:
Public date:
1900-01-01
- Title:
- Features of Xiaokou Landslide and the Stability Evaluation
- Keywords:
- landslide; formation mechanism; stability evaluation
- CLC:
- P642.22
- DOI:
- -
- Abstract:
- According to the analysis of the landslide,it shows that the landslide belongs to creepage sliding-tension type.By studying and analyzing the formation mechanism and evolvement process of the landslide,and features of the landslide are presented.On the base of analyzing the formation mechanism,the stability of the landslide is computed with the transfer-modulus method and evaluated under the nature condition and the rainstorm condition.This process provides important information for landslide control project.
- References:
-
[1] 张倬元,王士天,王兰生.工程地质分析原理[M].北京:地质出版社,1994.
[2] 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.
[3] 万国荣,等.西南某滑坡成因机制及稳定性评价[J].中国地质灾害与防治学报,2004,15(1):24-27.
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Last Update:
1900-01-01