Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area
文献类型:期刊论文
作者 | Dong, Y.2,3; Liao, Z.4; Wang, J.5; Liu, Q.1,5; Cui, L.6 |
刊名 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
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出版日期 | 2023 |
卷号 | 82期号:1页码:- |
关键词 | Large deformation finite element Failure processes Re-meshing Landslide complex |
ISSN号 | 1435-9529 |
英文摘要 | Potential catastrophic re-activations of ancient massive landslides in reservoir areas have posed serious threats to the safety of local people and the ecological environment. Failure mechanisms and subsequent sliding processes of re-activated massive landslide complexes are relatively complicated and remain to be an open issue. In this paper, the potential sliding process of the Huangtupo landslide, one of the largest ancient landslide complexes undergoing multiple stages of motion in the Three Gorges Reservoir area, is numerically investigated by the arbitrary Lagrangian-Eulerian method with an adaptive meshing technique. The shear strengths of the soils in the sliding zone are determined using the strength reduction method along with a series of laboratory experiment tests. Sensitivity analysis is performed to examine the dependence of the sliding masses upon the shear strength, which illuminates the failure modes of the sliding masses under the weakening effect of water flow upon the toes of the landslide. Then, the sliding mechanisms and the influence zones of the landslides are analysed. Results show that the failure of a retrogressive landslide is much more harmful than that of a thrust-type landslide in the multi-stage landslide events and the consequence of a landslide is more severe when the sliding masses share common sliding surfaces. The present study provides a paradigm for the assessment of the consequence of massive landslide complexes from a numerical perspective. |
学科主题 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000913121600001 |
出版者 | SPRINGER HEIDELBERG |
源URL | [http://119.78.100.198/handle/2S6PX9GI/35065] ![]() |
专题 | 中科院武汉岩土力学所 |
作者单位 | 1.School of Civil, Environmental & Mining Engineering, The University of Western Australia, 35 Stirling Highway, Crawley WA6009, Australia 2.College of Marine Science and Technology, China University of Geosciences, 388 Lumo Road, Wuhan 430074, China 3.Hubei Key Laboratory of Marine Geological Resources, China University of Geosciences, 388 Lumo Road, Wuhan 430074, China 4.Key Laboratory of Geological Survey and Evaluation of Ministry of Education, China University of Geosciences, 388 Lumo Road, Wuhan 430074, China 5.Badong National Observation and Research Station of Geohazards (BNORSG), China University of Geosciences, 388 Lumo Road, Wuhan 430074, China 6.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China |
推荐引用方式 GB/T 7714 | Dong, Y.,Liao, Z.,Wang, J.,et al. Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2023,82(1):-. |
APA | Dong, Y.,Liao, Z.,Wang, J.,Liu, Q.,&Cui, L..(2023).Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,82(1),-. |
MLA | Dong, Y.,et al."Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 82.1(2023):-. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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