Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid-fluid transition
文献类型：期刊论文
| 作者 | Z. H. Li1; Y. J. Jiang2,3; Q. Lv1; L. R. Sousa1; M. C. He1 |
| 刊名 | ACTA GEOTECHNICA
 |
| 出版日期 | 2018 |
| 卷号 | 13期号:6页码:1451-1466 |
| 关键词 | Consistent evolution Diffuse failure FEMLIP Flowslide Landfill Solid-fluid transition |
| ISSN号 | 1861-1125 |
| DOI | 10.1007/s11440-018-0672-3 |
| 产权排序 | 2 |
| 文献子类 | Article |
| 英文摘要 | Flow-type landslides are an important hazard that can cause great destruction due to the rapid flow velocity and large disaster area. This paper presents a catastrophic flowslide that recently occurred at a landfill in Shenzhen, China. This disaster involved an area about 1100m in length and 630m in maximum width, and caused the death of 77 people and the destruction of 33 buildings. The precise reason for the landfill's failure is still unknown, and therefore we try to contribute an increased understanding of the event for future prevention. In this study, the failure mechanism of the studied slope was analyzed and described under partially saturated condition. The solid-fluid transition during the flowslide occurrence was described using a unified constitutive model. The model was used to perform the hydro-elasto-plastic modeling in the pre-failure stage, the viscous modeling in the post-failure stage, and the second-order work criterion was introduced in between to model the solid-fluid transition. The consistent evolution of the flowslide, including initiation, propagation, and deposit stages, was simulated and analyzed using the finite element method with Lagrangian integration points after careful calibration of the viscous parameters. The numerical results were compared with the real case and used to explain the failure mechanism. |
| 电子版国际标准刊号 | 1861-1133 |
| 语种 | 英语 |
| WOS记录号 | WOS:000450460800014 |
| 源URL | [http://ir.imde.ac.cn/handle/131551/24452]  |
| 专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
| 通讯作者 | Y. J. Jiang |
| 作者单位 | 1.State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Beijing 100083, China; 2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China; 3.Key Laboratory of Mountain Hazards and Earth Surface Processes, Chinese Academy of Sciences, Chengdu 610041, China |
| 推荐引用方式 GB/T 7714 | Z. H. Li,Y. J. Jiang,Q. Lv,et al. Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid-fluid transition[J]. ACTA GEOTECHNICA,2018,13(6):1451-1466. |
| APA | Z. H. Li,Y. J. Jiang,Q. Lv,L. R. Sousa,&M. C. He.(2018).Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid-fluid transition.ACTA GEOTECHNICA,13(6),1451-1466. |
| MLA | Z. H. Li,et al."Consistent modeling of a catastrophic flowslide at the Shenzhen landfill using a hydro-elasto-plastic model with solid-fluid transition".ACTA GEOTECHNICA 13.6(2018):1451-1466. |
入库方式： OAI收割
来源：成都山地灾害与环境研究所
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