Influence of Fracture Geometric Characteristics on Fractured Rock Slope Stability
Analysis of the stability of slopes in fractured rock masses is not trivial and is fraught with uncertainty and risk. A DFN-DEC model (Discrete Fracture Network-Distinct Element Code) based on the MATLAB platform is developed to evaluate the stability of rock slopes with random fractures. Then, the...
Main Authors: | Lin Jia, Jingsen Cai, Li Wu, Tiange Qin, Kun Song |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-12-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/13/1/236 |
Similar Items
-
Numerical probabilistic analysis for slope stability in fractured rock masses using DFN-DEM approach
by: Alireza Baghbanan, et al.
Published: (2017-06-01) -
Determining Digital Representation and Representative Elementary Volume Size of Broken Rock Mass Using the Discrete Fracture Network–Discrete Element Method Coupling Technique
by: Xiao Huang, et al.
Published: (2024-01-01) -
The stability issue of fractured rock mass slope under the influences of freeze–thaw cycle
by: Naifei Liu, et al.
Published: (2024-03-01) -
Slope stability assessment of an open pit using lattice-spring-based synthetic rock mass (LS-SRM) modeling approach
by: Subash Bastola, et al.
Published: (2020-10-01) -
Overhanging rock slope by design: An integrated approach using rock mass strength characterisation, large-scale numerical modelling and limit equilibrium methods
by: Paul Schlotfeldt, et al.
Published: (2018-02-01)