Analysis of the three -dimensional change of viscous soil slope stability
[1]Liu Zhongyu,Liu Wei,Li Guoqing.Analysis of the three -dimensional change of viscous soil slope stability[J].Journal of Zhengzhou University (Engineering Science),1998,19(03):43-46.
Copy
Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
19卷
Number of periods:
1998 03
Page number:
43-46
Column:
Public date:
1998-12-01
- Title:
- Analysis of the three -dimensional change of viscous soil slope stability
- Keywords:
- Sticky soil slope; stability; safety factor; sliding surface shape; landslide; width effect
- CLC:
- -
- DOI:
- -
- Abstract:
- Based on the simplified assumptions of the three -dimensional slippery model and Janbu.n, the stability problem of the viscous soil slope is equivalent to the problem of the generalization of the generalization of the border of the border of the dual -cinior function, and uses the change method to derive the partial micro -division equation (Euler equation) and cross -deserved conditions that should be met by the slippery surface. This method can determine the shape and safety factor of the three -dimensional sliding surface, while studying the width effect of the landslide.
- References:
- -
- Similar References:
Memo
-
Last Update:
1900-01-01