Articles | Volume 15, issue 1
https://doi.org/10.5194/nhess-15-35-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-15-35-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
07 Jan 2015
Research article |
| 07 Jan 2015
Laboratory and 3-D distinct element analysis of the failure mechanism of a slope under external surcharge
N. Li
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
Viewed
Total article views: 2,822 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 17 Sep 2014)
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 1,138 | 1,590 | 94 | 2,822 | 90 | 103 |
- HTML: 1,138
- PDF: 1,590
- XML: 94
- Total: 2,822
- BibTeX: 90
- EndNote: 103
Total article views: 2,231 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 07 Jan 2015)
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 908 | 1,248 | 75 | 2,231 | 78 | 91 |
- HTML: 908
- PDF: 1,248
- XML: 75
- Total: 2,231
- BibTeX: 78
- EndNote: 91
Total article views: 591 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 17 Sep 2014)
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 230 | 342 | 19 | 591 | 12 | 12 |
- HTML: 230
- PDF: 342
- XML: 19
- Total: 591
- BibTeX: 12
- EndNote: 12
Cited
12 citations as recorded by crossref.
- Analysis of tangential contact boundary value problems using potential functions A. Taylor & J. Chung 10.1098/rsos.182106
- Mobility forecast of gravel-silty clay landslide using ring shear test and discrete element method in Shaziba, southwestern Hubei Province, China Y. Sheng et al. 10.1007/s10064-024-03983-5
- Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods Y. Cheng & N. Li 10.1061/(ASCE)GM.1943-5622.0001009
- Study on Instability Process of Slag Landfills: Example of the Subgrade Landslide on Fuxin Nanhuan Road in Liaoning, China A. Wang et al. 10.1061/JPCFEV.CFENG-4217
- Feasibility study of strain based stability evaluation of locally loaded slopes: Insights from physical and numerical modeling H. Zhu et al. 10.1016/j.enggeo.2016.04.019
- Interferometric Synthetic Aperture Radar (InSAR) and field‐based observations of rainfall‐triggered landslides from the November 2021 storm, Gisborne/Tairāwhiti, New Zealand M. Cook et al. 10.1111/nzg.12373
- Numerical Analysis of Surcharge Effect on Stability and Interaction Mechanism of Slope-Pile-Footing System C. Xu et al. 10.1007/s12583-023-1866-7
- Numerical investigation of landslide kinetics for the recent Mabian landslide (Sichuan, China) J. Wei et al. 10.1007/s10346-019-01237-0
- Numerical investigation on the sliding process and deposit feature of an earthquake-induced landslide: a case study H. Wang et al. 10.1007/s10346-020-01446-y
- Effect of Loading Rate on Sand Pile Failure: 2D DEM Simulation M. Khanal et al. 10.1007/s10706-016-0142-3
- Three-dimensional slope stability problem with a surcharge load Y. Cheng et al. 10.5194/nhess-15-2227-2015
- Analysis of a Nailed Soil Slope Using Limit Equilibrium and Finite Element Methods S. Rawat & A. Gupta 10.1007/s40891-016-0076-0
11 citations as recorded by crossref.
- Analysis of tangential contact boundary value problems using potential functions A. Taylor & J. Chung 10.1098/rsos.182106
- Mobility forecast of gravel-silty clay landslide using ring shear test and discrete element method in Shaziba, southwestern Hubei Province, China Y. Sheng et al. 10.1007/s10064-024-03983-5
- Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods Y. Cheng & N. Li 10.1061/(ASCE)GM.1943-5622.0001009
- Study on Instability Process of Slag Landfills: Example of the Subgrade Landslide on Fuxin Nanhuan Road in Liaoning, China A. Wang et al. 10.1061/JPCFEV.CFENG-4217
- Feasibility study of strain based stability evaluation of locally loaded slopes: Insights from physical and numerical modeling H. Zhu et al. 10.1016/j.enggeo.2016.04.019
- Interferometric Synthetic Aperture Radar (InSAR) and field‐based observations of rainfall‐triggered landslides from the November 2021 storm, Gisborne/Tairāwhiti, New Zealand M. Cook et al. 10.1111/nzg.12373
- Numerical Analysis of Surcharge Effect on Stability and Interaction Mechanism of Slope-Pile-Footing System C. Xu et al. 10.1007/s12583-023-1866-7
- Numerical investigation of landslide kinetics for the recent Mabian landslide (Sichuan, China) J. Wei et al. 10.1007/s10346-019-01237-0
- Numerical investigation on the sliding process and deposit feature of an earthquake-induced landslide: a case study H. Wang et al. 10.1007/s10346-020-01446-y
- Effect of Loading Rate on Sand Pile Failure: 2D DEM Simulation M. Khanal et al. 10.1007/s10706-016-0142-3
- Three-dimensional slope stability problem with a surcharge load Y. Cheng et al. 10.5194/nhess-15-2227-2015
1 citations as recorded by crossref.
Latest update: 23 Nov 2024
Altmetrics
Final-revised paper
Preprint