4.7 Article

Buckling deformations at the 2017 Xinmo landslide site and nearby slopes, Maoxian, Sichuan, China

期刊

ENGINEERING GEOLOGY
卷 246, 期 -, 页码 187-197

出版社

ELSEVIER SCIENCE BV
DOI: 10.1016/j.enggeo.2018.09.033

关键词

Xinmo landslide; Rock avalanche; Geological structure; Geomorphology; Buckling; Gravitational slope deformation

资金

  1. Disaster Prevention Research Institute, Kyoto University, Japan [28A-1]
  2. Japan Society for the Promotion of Science (JSPS), Japan KAKENHI [17H02973]
  3. Key Research and Development Program of Sichuan Province of China, China [2017SZYZF0008]
  4. R&D Program of Sichuan International Science and Technology Cooperation and Exchanges [2018HH0059]
  5. State Scholarship Fund, China Scholarship Council, China [201608050091]
  6. Grants-in-Aid for Scientific Research [17H02973] Funding Source: KAKEN

向作者/读者索取更多资源

A large catastrophic rock avalanche with a total volume of similar to 18.0 x 10(6) m(3) occurred at 5:38 am, 24th June 2017, at Xinmo Village, Maoxian, Sichuan, China, resulting in 102 casualties (10 deaths, 3 injuries, and 89 missing). We have been conducting a geological and geomorphological investigation in and around the Xinmo landslide site since 2015, and we present our results here, including data obtained before and after the landslide event. The landslide, which had an initial volume of 4.46 x 10(6) m(3) of its source area, was induced by rainfall on a previous landslide scar near the ridge top. This initial landslide then struck and remobilized older landslide deposits in the middle and lower parts of the slope, which subsequently buried Xinmo Village at the landslide toe. The landslide occurred on a dip slope of Triassic calcareous psammitic and pelitic schists. The bedding plane, which dips downslope to the south with an orientation of N80 degrees W/48 degrees S, and high-angle NE-SW striking joints bounded the landslide source area at its base and sides, respectively. Satellite image analysis and field observations of the slope of the landslide scar before and after the landslide strongly suggest that the beds in the source area had already begun gravitationally deforming (e.g., buckling) prior to the 2017 landslide. Moreover, pits on the slip surface were likely the result of the dissolution of calcareous material. Dissolution probably reduced the rock strength along the bedding plane. A rainfall event from the 16th to 24th of June 2017 probably dominated the groundwater drainage, and finally triggered the catastrophic rock avalanche. In addition to the 2017 landslide, the hillslope just to the east of the Xinmo landslide exhibits pronounced gravitational slope deformation, including A-tent-like structures and warps induced by buckling. This suggests that this slope could also fail like the Xinmo rock avalanche during a future rainfall or earthquake event.

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