Analysis of changes in the stability of viscous soil slopes
[1]Liu Zhongyu,Analysis of changes in the stability of viscous soil slopes[J].Journal of Zhengzhou University (Engineering Science),1995,16(03):83-86.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
16卷
Number of periods:
1995 03
Page number:
83-86
Column:
Public date:
1995-03-28
- Title:
- Analysis of changes in the stability of viscous soil slopes
- Keywords:
- Stability of viscous soil slope; safety factor; slide surface shape; critical slope height
- CLC:
- -
- DOI:
- -
- Abstract:
- This article is equivalent to the stability problem of the sticky soil slope at the problem of the generalization of the generalization of a generalized boundary of a single parameter function. Use the change method to derive the differential division equation (Euler equation) and cross -deeper conditions that should be met by the slide surface. This method can determine the shape function and safety factor of the sliding surface. As a special case, this article discusses the sliding surface shape that may appear in simple soil slopes, as well as the conditions that should be met in various parameters of the soil slopes in the critical state, so as to determine the critical slope height or critical slope.
- References:
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- Similar References:
Memo
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Last Update:
1900-01-01