Determining the Critical Slip Surface of Three-Dimensional Soil Slopes from the Stress Fields Solved Using the Finite Element Method
The slope stability problem is an important issue for the safety of human beings and structures. The stability analysis of the three-dimensional (3D) slope is essential to prevent landslides, but the most important and difficult problem is how to determine the 3D critical slip surface with the minim...
Main Authors: | Yu-chuan Yang, Hui-ge Xing, Xing-guo Yang, Jia-wen Zhou |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2016-01-01
|
Series: | Mathematical Problems in Engineering |
Online Access: | http://dx.doi.org/10.1155/2016/7895615 |
Similar Items
-
The Application of Finite Element Method on The Stability Analysis of Three-Dimensional Soil Slopes
by: Ren-Li Guo, et al.
Published: (2005) -
Three dimensional finite element analysis of slope stability
by: Sainak, Ala Naeem
Published: (1995) -
Searching for critical slip surfaces of slopes using stress fields by numerical manifold method
by: Yongtao Yang, et al.
Published: (2020-12-01) -
Imperialistic Competitive Algorithm: A metaheuristic algorithm for locating the critical slip surface in 2-Dimensional soil slopes
by: Ali Reza Kashani, et al.
Published: (2016-01-01) -
FINITE VOLUME METHOD FOR SOLVING THREE-DIMENSIONAL ELECTRIC FIELD DISTRIBUTION
by: Paţiuc V.I., et al.
Published: (2011-04-01)