Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China

被引:13
作者
Du, Wenjie [1 ,2 ]
Sheng, Qian [1 ,2 ]
Fu, Xiaodong [1 ,2 ]
Chen, Jian [1 ,2 ,3 ]
Wei, Pengfei [4 ]
Zhou, Yongqiang [1 ,2 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
[3] China Pakistan Joint Res Ctr Earth Sci, CAS HEC, Islamabad, Pakistan
[4] Hubei Geol Bur, Geol Brigade Hubei 8, Xiangyang 441053, Hubei, Peoples R China
关键词
Landslide; Barrier dam; Material point method; Failure analysis; Kinetic evolution; 3 GORGES RESERVOIR; STABILITY ANALYSIS; DEFORMATION; FAILURE;
D O I
10.1007/s10064-023-03122-6
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Due to the typical topography and hydrological characteristics in western Hubei's mountain and gorge areas, the landslide-surge-barrier dam disaster chain is the prevalent geological disasters. This research describes the blockage of Pingdu River by the Erhuang Village landslide (110 degrees 08 ' 48 '' E, 31 degrees 47 ' 27 '' N) that occurred in Shiyan, causing six deaths and serious damage of hydropower station. In order to reveal the mechanism of this disaster chain, it is critical to reproduce the complex fluid-solid coupling process involved in the disaster. The interaction between landslides and rivers, as the linking process in this disaster chain, basically determines the scale of secondary disasters. Therefore, we adopt the TPDP-MPM to establish the numerical model realistically: two sets of particles represent landslide and water body, respectively. Regarding the sliding surface as a computational boundary, we reproduced the landslide runout and river blockage process. By giving full advantages of TPDP-MPM, the chain generation mechanism of the strong coupling effect of soil-water in the landslide-surge-river blocking disaster chain is decoupled and analyzed from the energy perspective, a new understanding of the chain generation process is obtained, and the movement of landslide disaster chain was divided into three stages: acceleration and ejection, river braking, and accumulation. Besides, the chain generation mechanism and spatial-temporal evolution of the landslide-surge-barrier dam disaster chain, especially the mechanism of river-braking and the coverage of influence of surge, were discussed. This research provides a novel methodology for the reproduction and risk assessment of landslide-surge-barrier dam disaster chain.
引用
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页数:18
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