Reliability Analysis of Expansive Soil Slope Stability Based on the Three-Broken Line Model
Based on the characteristics of an expansive soil slope, the slip mass can be simplified to a simpler model with three-broken line rigid bodies. A solution was formulated to calculate the safety factors of the slope, and the results are similar to those based on the strength reduction method. Howeve...
Main Authors: | Wenwei Li, Baotian Wang, Jinyu Zuo, Bingsheng Zhou, Haixia Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2021-01-01
|
Series: | Mathematical Problems in Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6665099 |
Similar Items
-
Stability Analysis of Expansive Soil Slope Considering Seepage Softening and Moistening Expansion Deformation
by: Siyi Zhao, et al.
Published: (2020-06-01) -
Comparison of Environmental Impacts of Two Alternative Stabilization Techniques on Expansive Soil Slopes
by: Rui Zhang, et al.
Published: (2019-01-01) -
Strength Characteristics and Slope Stability Analysis of Expansive Soil with Filled Fissures
by: Zhangjun Dai, et al.
Published: (2020-07-01) -
Analysis of Slope Stability in Unsaturated Expansive Soil: A Case Study
by: Rong Yang, et al.
Published: (2019-11-01) -
Strength Characteristics and Slope Stability of Expansive Soil from Pingdingshan, China
by: Ju-yun Zhai, et al.
Published: (2018-01-01)