Articles | Volume 17, issue 2
https://doi.org/10.5194/nhess-17-277-2017
© Author(s) 2017. 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-17-277-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
The catastrophic landfill flowslide at Hongao dumpsite on 20 December 2015 in Shenzhen, China
Qiang Xu
State Key Laboratory of Geohazard Prevention and Geoenvironment
Protection, Chengdu University of Technology, Chengdu 610059, China
Dalei Peng
State Key Laboratory of Geohazard Prevention and Geoenvironment
Protection, Chengdu University of Technology, Chengdu 610059, China
Weile Li
State Key Laboratory of Geohazard Prevention and Geoenvironment
Protection, Chengdu University of Technology, Chengdu 610059, China
Xiujun Dong
State Key Laboratory of Geohazard Prevention and Geoenvironment
Protection, Chengdu University of Technology, Chengdu 610059, China
Wei Hu
State Key Laboratory of Geohazard Prevention and Geoenvironment
Protection, Chengdu University of Technology, Chengdu 610059, China
Minggao Tang
State Key Laboratory of Geohazard Prevention and Geoenvironment
Protection, Chengdu University of Technology, Chengdu 610059, China
Fangzhou Liu
CORRESPONDING AUTHOR
School of Civil and Environmental Engineering, Georgia Institute of
Technology, Atlanta, GA, USA
Viewed
Total article views: 3,656 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 20 Jun 2016)
HTML | XML | Total | BibTeX | EndNote | |
---|---|---|---|---|---|
1,786 | 1,730 | 140 | 3,656 | 111 | 137 |
- HTML: 1,786
- PDF: 1,730
- XML: 140
- Total: 3,656
- BibTeX: 111
- EndNote: 137
Total article views: 2,926 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 24 Feb 2017)
HTML | XML | Total | BibTeX | EndNote | |
---|---|---|---|---|---|
1,480 | 1,316 | 130 | 2,926 | 103 | 119 |
- HTML: 1,480
- PDF: 1,316
- XML: 130
- Total: 2,926
- BibTeX: 103
- EndNote: 119
Total article views: 730 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 20 Jun 2016)
HTML | XML | Total | BibTeX | EndNote | |
---|---|---|---|---|---|
306 | 414 | 10 | 730 | 8 | 18 |
- HTML: 306
- PDF: 414
- XML: 10
- Total: 730
- BibTeX: 8
- EndNote: 18
Cited
25 citations as recorded by crossref.
- Flume test demonstration of landslide in stable gentle soil slope triggered by small mass of pressurized pore gas X. Kang & Z. Yue 10.1007/s10346-023-02130-7
- How does a cluster of buildings affect landslide mobility: a case study of the Shenzhen landslide H. Luo et al. 10.1007/s10346-019-01239-y
- 5G IoT-based geohazard monitoring and early warning system and its application Z. Li et al. 10.1186/s13638-021-02033-y
- Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges R. Bonaparte et al. 10.1061/(ASCE)GT.1943-5606.0002291
- Numerical Simulation of the Erosion Effect Caused by the Impact of High-Velocity Landslide C. Qiao et al. 10.1155/2022/2864271
- Effect of the spatial changes in engineering properties on municipal solid waste landfill slope stability R. Yang et al. 10.1007/s10064-024-03952-y
- Remote sensing for landslide investigations: A progress report from China Q. Xu et al. 10.1016/j.enggeo.2023.107156
- Numerical modeling of interactions between a flow slide and buildings considering the destruction process S. Feng et al. 10.1007/s10346-019-01220-9
- Soil fluidisation induced by fine particles migration: Insights from the Shenzhen 2015 landfill landslide Y. Zhao et al. 10.1016/j.enggeo.2024.107783
- Failure process simulation analysis of the Shenzhen “12.20” CDW landfill landslide: a case study Y. Gao et al. 10.1007/s12517-021-07429-0
- The 2015 Shenzhen catastrophic landslide in a construction waste dump: Reconstitution of dump structure and failure mechanisms via geotechnical investigations L. Zhan et al. 10.1016/j.enggeo.2018.02.019
- Physical vulnerability assessment of damaged buildings to the Shenzhen catastrophic CSW landslide S. Zhang et al. 10.1007/s10346-023-02200-w
- Run-out distance exceedance probability evaluation and hazard zoning of an individual landslide X. Sun et al. 10.1007/s10346-020-01545-w
- SPH-based simulation of flow process of a landslide at Hongao landfill in China C. Zhu et al. 10.1007/s11069-018-3342-8
- Numerical assessment of failure potential of a large mine waste dump in Panzhihua City, China Y. Bao et al. 10.1016/j.enggeo.2019.03.002
- The 2015 Shenzhen catastrophic landslide in a construction waste dump: analyses of undrained strength and slope stability L. Zhan et al. 10.1007/s11440-020-01083-8
- LCA of Disposal Practices for Arsenic-Bearing Iron Oxides Reveals the Need for Advanced Arsenic Recovery C. van Genuchten et al. 10.1021/acs.est.2c05417
- Quantitative human risk analysis of 2015 Shenzhen dump failure considering influence of urbanization S. Zhang et al. 10.1007/s11629-020-6260-7
- Quantitative physical model of vulnerability of buildings to urban flow slides in construction solid waste landfills: a case study of the 2015 Shenzhen flow slide H. Cheng et al. 10.1007/s11069-022-05239-5
- A Comprehensive Study of the Impact of Waste Fires on the Environment and Health R. Jakhar et al. 10.3390/su151914241
- Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid–fluid transition Z. Li et al. 10.1007/s11440-018-0672-3
- Run-out of the 2015 Shenzhen landslide using the material point method with the softening model B. Shi et al. 10.1007/s10064-017-1167-4
- Long runout mechanism of the Shenzhen 2015 landslide: insights from a two-phase flow viewpoint C. Qiao et al. 10.1007/s11629-017-4595-5
- A Case Study of the Rapid and Long Runout Landslide at Hong’ao Waste Disposal Site in Shenzhen, China K. Wang et al. 10.1007/s12205-020-1399-x
- Dynamic analysis and numerical modeling of the 2015 catastrophic landslide of the construction waste landfill at Guangming, Shenzhen, China C. Ouyang et al. 10.1007/s10346-016-0764-9
20 citations as recorded by crossref.
- Flume test demonstration of landslide in stable gentle soil slope triggered by small mass of pressurized pore gas X. Kang & Z. Yue 10.1007/s10346-023-02130-7
- How does a cluster of buildings affect landslide mobility: a case study of the Shenzhen landslide H. Luo et al. 10.1007/s10346-019-01239-y
- 5G IoT-based geohazard monitoring and early warning system and its application Z. Li et al. 10.1186/s13638-021-02033-y
- Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges R. Bonaparte et al. 10.1061/(ASCE)GT.1943-5606.0002291
- Numerical Simulation of the Erosion Effect Caused by the Impact of High-Velocity Landslide C. Qiao et al. 10.1155/2022/2864271
- Effect of the spatial changes in engineering properties on municipal solid waste landfill slope stability R. Yang et al. 10.1007/s10064-024-03952-y
- Remote sensing for landslide investigations: A progress report from China Q. Xu et al. 10.1016/j.enggeo.2023.107156
- Numerical modeling of interactions between a flow slide and buildings considering the destruction process S. Feng et al. 10.1007/s10346-019-01220-9
- Soil fluidisation induced by fine particles migration: Insights from the Shenzhen 2015 landfill landslide Y. Zhao et al. 10.1016/j.enggeo.2024.107783
- Failure process simulation analysis of the Shenzhen “12.20” CDW landfill landslide: a case study Y. Gao et al. 10.1007/s12517-021-07429-0
- The 2015 Shenzhen catastrophic landslide in a construction waste dump: Reconstitution of dump structure and failure mechanisms via geotechnical investigations L. Zhan et al. 10.1016/j.enggeo.2018.02.019
- Physical vulnerability assessment of damaged buildings to the Shenzhen catastrophic CSW landslide S. Zhang et al. 10.1007/s10346-023-02200-w
- Run-out distance exceedance probability evaluation and hazard zoning of an individual landslide X. Sun et al. 10.1007/s10346-020-01545-w
- SPH-based simulation of flow process of a landslide at Hongao landfill in China C. Zhu et al. 10.1007/s11069-018-3342-8
- Numerical assessment of failure potential of a large mine waste dump in Panzhihua City, China Y. Bao et al. 10.1016/j.enggeo.2019.03.002
- The 2015 Shenzhen catastrophic landslide in a construction waste dump: analyses of undrained strength and slope stability L. Zhan et al. 10.1007/s11440-020-01083-8
- LCA of Disposal Practices for Arsenic-Bearing Iron Oxides Reveals the Need for Advanced Arsenic Recovery C. van Genuchten et al. 10.1021/acs.est.2c05417
- Quantitative human risk analysis of 2015 Shenzhen dump failure considering influence of urbanization S. Zhang et al. 10.1007/s11629-020-6260-7
- Quantitative physical model of vulnerability of buildings to urban flow slides in construction solid waste landfills: a case study of the 2015 Shenzhen flow slide H. Cheng et al. 10.1007/s11069-022-05239-5
- A Comprehensive Study of the Impact of Waste Fires on the Environment and Health R. Jakhar et al. 10.3390/su151914241
5 citations as recorded by crossref.
- Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid–fluid transition Z. Li et al. 10.1007/s11440-018-0672-3
- Run-out of the 2015 Shenzhen landslide using the material point method with the softening model B. Shi et al. 10.1007/s10064-017-1167-4
- Long runout mechanism of the Shenzhen 2015 landslide: insights from a two-phase flow viewpoint C. Qiao et al. 10.1007/s11629-017-4595-5
- A Case Study of the Rapid and Long Runout Landslide at Hong’ao Waste Disposal Site in Shenzhen, China K. Wang et al. 10.1007/s12205-020-1399-x
- Dynamic analysis and numerical modeling of the 2015 catastrophic landslide of the construction waste landfill at Guangming, Shenzhen, China C. Ouyang et al. 10.1007/s10346-016-0764-9
Latest update: 14 Dec 2024
Short summary
The article aims at presenting the first-hand dataset and results from the field investigation, laboratory test, and numerical analysis for the flowslide
that occurred on 20 December 2015 in Shenzhen, China: a devastating event causing significant human and property losses. The article concluded that the
landfill stagnated groundwater flow and resulted in high water pressure due to the absence of a drainage system, with both disposal rate and amount
exceeding the maximum design capacity.
The article aims at presenting the first-hand dataset and results from the field investigation,...
Altmetrics
Final-revised paper
Preprint