Failure mechanisms and deformation processes of a high-locality landslide at Tonghua Town, Li County, China, 2017 | |
Wang Dongpo2,3; Liu Mengliang2; Zhu Xing2; Ma Hongsheng1; Cheng Qiang1; Zhu Min3; Chen Zheng4; Ouyang Chaojun4 | |
刊名 | LANDSLIDES |
2020 | |
卷号 | 17期号:1页码:165-177 |
关键词 | High-locality landslide Glacial deposit Deformation processes Failure mechanisms |
ISSN号 | 1612-510X |
DOI | 10.1007/s10346-019-01260-1 |
产权排序 | 4 |
文献子类 | Article |
英文摘要 | High-locality landslides primarily occur in the upper zone of the failed slope, in which the slip surface is considerably higher than the foot of the slope. This paper discusses a high-locality landslide that occurred on August 8, 2017, on the left bank of Zagunao River in Tonghua Town, southwest China. The landslide, called the Tonghua landslide, originated on a 716-m-high hillslope, which was formed by preexisting glacial deposits. The main body of the landslide is currently suspended on hillslope, with a relative relief of 353 m and is undergoing progressive failure. The town of Tonghua is located downslope of this landslide, and hence, the landslide could cause severe damage, including casualties and the destruction of infrastructure. Very few mitigation measures have been implemented to reduce the potentially devastating consequences due to the high locality and continuous movement of the landslide. We conducted comprehensive studies including field investigations, aerial photographic interpretations, pluviometric regime analysis, and superficial displacement monitoring to understand the failure mechanism and evolutionary process of this ongoing landslide. Considering that a Ms 7.0 earthquake occurred in Jiuzhaigou, approximately 220 km northeast of Tonghua Town, on the same day as the landslide, and that sporadic but persistent rainfall occurred before slope failure, we believe that both the rainfall and the earthquake were potential triggers for this landslide. However, further studies are necessary to better understand the characteristics and to develop hazard mitigation strategies for this type of landslide. |
电子版国际标准刊号 | 1612-5118 |
WOS关键词 | WENCHUAN EARTHQUAKE ; XINMO LANDSLIDE ; SICHUAN ; REACTIVATION ; RAINFALL ; MAOXIAN ; FLOW |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
出版者 | SPRINGER HEIDELBERG |
WOS记录号 | WOS:000512067600012 |
内容类型 | 期刊论文 |
源URL | [http://ir.imde.ac.cn/handle/131551/33882] |
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 | Ouyang Chaojun |
作者单位 | 1.Sichuan Prov Transport Dept Highway Planning Surv, Chengdu 610000, Peoples R China; 2.Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Sichuan, Peoples R China; 3.Univ Trento, I-38100 Trento, Italy; 4.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China |
推荐引用方式 GB/T 7714 | Wang Dongpo,Liu Mengliang,Zhu Xing,et al. Failure mechanisms and deformation processes of a high-locality landslide at Tonghua Town, Li County, China, 2017[J]. LANDSLIDES,2020,17(1):165-177. |
APA | Wang Dongpo.,Liu Mengliang.,Zhu Xing.,Ma Hongsheng.,Cheng Qiang.,...&Ouyang Chaojun.(2020).Failure mechanisms and deformation processes of a high-locality landslide at Tonghua Town, Li County, China, 2017.LANDSLIDES,17(1),165-177. |
MLA | Wang Dongpo,et al."Failure mechanisms and deformation processes of a high-locality landslide at Tonghua Town, Li County, China, 2017".LANDSLIDES 17.1(2020):165-177. |
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