On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm
The occurrence of multiple critical slip surfaces with equal importance in rehabilitating and reinforcing slopes has been frequently observed in geotechnical engineering practices. The simultaneous determination of these potential slip surfaces is, however, not trivial. This paper presents a methodo...
Saved in:
Main Authors: | Liang Li, Ming Zhai, Xianzhang Ling, Xuesong Chu, Bin Hu, Yungming Cheng |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/6821548 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Failure Mechanism and Factor of Safety for Spatially Variable Undrained Soil Slope
by: Liang Li, et al.
Published: (2019-01-01) -
Numerical Modeling of Wave Reflection from Sloped Impermeable Seawalls Using the SPH Method: Case Study of Chabahar Port
by: Behrouz Aghaei, et al.
Published: (2021-01-01) -
Risk Assessment of Slope Failure Using Assumption of Maximum Area of Sliding Mass and Factor of Safety Equal to Unit
by: Xuesong Chu, et al.
Published: (2019-01-01) -
Active Earth Pressure for Sloping Finite Soil While Accounting for Shear Stress and Curved Slip Surface
by: Weiwei Wang, et al.
Published: (2022-01-01) -
The Influence of Initial Normal Stress Assumption of Slip Surface on Safety Factor of Symmetrical Three-Dimensional Slopes
by: Huali Liu
Published: (2019-01-01)