Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis

doi:10.1016/j.enggeo.2018.04.002

	Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis
	Kun-Ting Chen 1; Jian-Hong Wu 2
第一作者单位	Key Laboratory of Mountain Hazards and Earth Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, China
通讯作者单位	Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan
通讯作者	Jian-Hong Wu
	2018
发表期刊	ENGINEERING GEOLOGY
ISSN	0013-7952
卷号	239 页码:269-281
文章类型	Article
产权排序	1
摘要	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.
关键词	Xinmo landslide Discrete element method Numerical simulation Discontinuity Impact area
DOI	10.1016/j.enggeo.2018.04.002
收录类别	SCI
语种	英语
WOS记录号	WOS:000432769300024
引用统计
文献类型	期刊论文
条目标识符	http://ir.imde.ac.cn/handle/131551/23013
专题	山地灾害与地表过程重点实验室
作者单位	1.Key Laboratory of Mountain Hazards and Earth Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, China; 2.Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan
推荐引用方式 GB/T 7714	Kun-Ting Chen,Jian-Hong Wu. Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis[J]. ENGINEERING GEOLOGY,2018,239:269-281.
APA	Kun-Ting Chen,&Jian-Hong Wu.(2018).Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis.ENGINEERING GEOLOGY,239,269-281.
MLA	Kun-Ting Chen,et al."Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis".ENGINEERING GEOLOGY 239(2018):269-281.

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