| Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis | |
| Chen, Kun-Ting1; Wu, Jian-Hong2 | |
| 2018 | |
| Source Publication | ENGINEERING GEOLOGY
 |
| ISSN | 0013-7952 |
| EISSN | 1872-6917 |
| Volume | 239Pages:269-281 |
| Subtype | Article |
| Abstract | The Xinmo landslide slope in Sichuan, China, was stable during the intensive Wenchuan Earthquake in 2008 but failed on June 24, 2017. Landslide debris buried Xinmo Village and blocked the Songpinggou River at the slope toe. This study aims to clarify the post-failure behavior of the landslide using two-dimensional discontinuous deformation analysis (2D DDA). The simulation results provide comprehensive information on the initiation and the evolution of the landslide. The failure process determined by the DDA correlates well with the seismic signal analysis results. In addition, the location of the calculated rock deposit is similar to that shown by the topographic map after the landslide. The maximum rock velocity in the landslide is 65.4 m/s. Therefore, the impacts of the high-velocity blocks and the buildings in Xinmo Village must be considered to simulate the burial of Xinmo Village by rocks and the transport of additional rocks across the Songpinggou River. This Xinmo landslide study demonstrates that the DDA accurately simulates the post-failure behavior and determines the impact area of a landslide with complicated failure processes and topography. |
| Keyword | Xinmo landslide Discrete element method Numerical simulation Discontinuity Impact area |
| DOI | 10.1016/j.enggeo.2018.04.002 |
| Indexed By | SCI |
| WOS Keyword | TSAOLING LANDSLIDE ; TAIWAN ; CHINA ; SLOPE ; DISPLACEMENT ; EARTHQUAKE ; MECHANISM ; MOVEMENT ; MAOXIAN ; SICHUAN |
| Language | 英语 |
| Quartile | 3区 |
| Funding Project | Ministry of Science and Technology of Taiwan[MOST 106-2625-M-006-017] ; Ministry of Science and Technology of Taiwan[MOST 106-2918-I-006-014-] |
| TOP | 否 |
| WOS Research Area | Engineering ; Geology |
| WOS Subject | Engineering, Geological ; Geosciences, Multidisciplinary |
| WOS ID | WOS:000432769300024 |
| Funding Organization | Ministry of Science and Technology of Taiwan |
| Publisher | ELSEVIER SCIENCE BV |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://ir.imde.ac.cn/handle/131551/23013 |
| Collection | 山地灾害与地表过程重点实验室 |
| Corresponding Author | Wu, Jian-Hong |
| Affiliation | 1.Chinese Acad Sci, Key Lab Mt Hazards & Earth Surface Proc, Inst Mt Hazards & Environm, Chengdu, Sichuan, Peoples R China 2.Natl Cheng Kung Univ, Dept Civil Engn, Tainan, Taiwan |
| First Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| Recommended Citation GB/T 7714 | Chen, Kun-Ting,Wu, Jian-Hong. Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis[J]. ENGINEERING GEOLOGY,2018,239:269-281. |
| APA | Chen, Kun-Ting,&Wu, Jian-Hong.(2018).Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis.ENGINEERING GEOLOGY,239,269-281. |
| MLA | Chen, Kun-Ting,et al."Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis".ENGINEERING GEOLOGY 239(2018):269-281. |
| Files in This Item: | ||||||
| File Name/Size | DocType | Version | Access | License | ||
| Simulating the failu（2926KB） | 期刊论文 | 出版稿 | 开放获取 | CC BY-NC-SA | View Application Full Text | |
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