Articles | Volume 20, issue 11
https://doi.org/10.5194/nhess-20-2921-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/nhess-20-2921-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Research article
| 
05 Nov 2020
Research article |
| 05 Nov 2020
| 05 Nov 2020
Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures
Wen Zhang
College of Construction Engineering, Jilin University, Changchun,
130026, China
Jia Wang
College of Construction Engineering, Jilin University, Changchun,
130026, China
Peihua Xu
CORRESPONDING AUTHOR
College of Construction Engineering, Jilin University, Changchun,
130026, China
Junqing Lou
Northeast Electric Power Design Institute Co., Ltd. of China Power
Engineering Consulting Group, Changchun, 130026, China
Bo Shan
Northeast Electric Power Design Institute Co., Ltd. of China Power
Engineering Consulting Group, Changchun, 130026, China
Fengyan Wang
College of Geo-Exploration Science and Technology, Jilin University,
Changchun, 130026, China
Chen Cao
CORRESPONDING AUTHOR
College of Construction Engineering, Jilin University, Changchun,
130026, China
Xiaoxue Chen
College of Construction Engineering, Jilin University, Changchun,
130026, China
Jinsheng Que
CCB Cost Engineering & Consulting Co., Ltd., Beijing, 100000, China
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Cited
13 citations as recorded by crossref.
- Collapse characteristics and mechanisms of shallow cross roadways under mining blasting disturbance Z. Xu et al. 10.1007/s11629-024-9285-5
- Tunable discrete fracture network for dynamic analyses of rock landslides by material point method J. Yan et al. 10.1016/j.compgeo.2025.107154
- Probabilistic Analysis of Earthquake-induced Failure and Runout Behaviors of Rock Slopes with Discrete Fracture Network L. Xing et al. 10.1016/j.compgeo.2023.105487
- Geometric searching of 3D critical slip surface of a non-persistent fracture-dominated rock slope W. Zhang et al. 10.1016/j.compgeo.2024.106493
- Geotechnical Study of Raspadalica Cliff Rockfall, Croatia D. Udovič et al. 10.3390/app12136532
- An Improved Porosity Calculation Algorithm for Particle Flow Code S. Zhang et al. 10.3390/pr12071410
- An improved maximum tangential stress criterion for an inclined crack in uniaxial compression considering T‐stress and crack parameter H. Liu et al. 10.1111/ffe.14284
- Influence of fractal fabric on the shear characteristics of large scale accumulation bodies Y. Huang & W. Chen 10.1038/s41598-025-90293-9
- Three-dimensional jointed rock slope stability analysis using integrated block theory and DFN-DEM modeling Q. Chen et al. 10.1016/j.compgeo.2025.107549
- Statistical analysis on the mechanical behaviour of non-persistent jointed rock masses using combined DEM and DFN M. Vaziri et al. 10.1007/s10064-022-02674-3
- Numerical Investigation for the Effect of Joint Persistence on Rock Slope Stability Using a Lattice Spring-Based Synthetic Rock Mass Model M. Al-E’Bayat et al. 10.3390/su16020894
- A novel method for modelling the existence of fault fracture zones within 3D weathered rock slopes M. Wang et al. 10.1088/1755-1315/861/3/032036
- Identifying fracture-controlled resonance modes for structural health monitoring: insights from Hunter Canyon Arch (Utah, USA) G. Grechi et al. 10.5194/esurf-13-81-2025
13 citations as recorded by crossref.
- Collapse characteristics and mechanisms of shallow cross roadways under mining blasting disturbance Z. Xu et al. 10.1007/s11629-024-9285-5
- Tunable discrete fracture network for dynamic analyses of rock landslides by material point method J. Yan et al. 10.1016/j.compgeo.2025.107154
- Probabilistic Analysis of Earthquake-induced Failure and Runout Behaviors of Rock Slopes with Discrete Fracture Network L. Xing et al. 10.1016/j.compgeo.2023.105487
- Geometric searching of 3D critical slip surface of a non-persistent fracture-dominated rock slope W. Zhang et al. 10.1016/j.compgeo.2024.106493
- Geotechnical Study of Raspadalica Cliff Rockfall, Croatia D. Udovič et al. 10.3390/app12136532
- An Improved Porosity Calculation Algorithm for Particle Flow Code S. Zhang et al. 10.3390/pr12071410
- An improved maximum tangential stress criterion for an inclined crack in uniaxial compression considering T‐stress and crack parameter H. Liu et al. 10.1111/ffe.14284
- Influence of fractal fabric on the shear characteristics of large scale accumulation bodies Y. Huang & W. Chen 10.1038/s41598-025-90293-9
- Three-dimensional jointed rock slope stability analysis using integrated block theory and DFN-DEM modeling Q. Chen et al. 10.1016/j.compgeo.2025.107549
- Statistical analysis on the mechanical behaviour of non-persistent jointed rock masses using combined DEM and DFN M. Vaziri et al. 10.1007/s10064-022-02674-3
- Numerical Investigation for the Effect of Joint Persistence on Rock Slope Stability Using a Lattice Spring-Based Synthetic Rock Mass Model M. Al-E’Bayat et al. 10.3390/su16020894
- A novel method for modelling the existence of fault fracture zones within 3D weathered rock slopes M. Wang et al. 10.1088/1755-1315/861/3/032036
- Identifying fracture-controlled resonance modes for structural health monitoring: insights from Hunter Canyon Arch (Utah, USA) G. Grechi et al. 10.5194/esurf-13-81-2025
Latest update: 08 Oct 2025
Short summary
Slope failure is extremely common in mountainous areas. Therefore, the stability and potential failure of slopes must be analysed accurately. For most fractured rock slopes, the aforementioned analyses are considerably challenging. This study aims to propose a comprehensive approach that combines three well-established methods to conduct the aformentioned analyses. Finally, the critical slip surface, factor of safety, and accumulation distance are selected for safety assurance in slope analysis.
Slope failure is extremely common in mountainous areas. Therefore, the stability and potential...
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