Numerical study on the evolution process of a geohazards chain resulting from the Yigong landslide

被引:0
|
作者
Gordon G. D. Zhou
Pamela Jessica Cacela Roque
Yunxu Xie
Dongri Song
Qiang Zou
Huayong Chen
机构
[1] Chinese Academy of Sciences (CAS),Key Laboratory of Mountain Hazards and Earth Surface Process/Institute of Mountain Hazards and Environment
[2] University of Chinese Academy of Sciences,undefined
来源
Landslides | 2020年 / 17卷
关键词
Yigong landslide; Geohazard chain; Numerical simulation; Velocity- weakening friction; Dam breach;
D O I
暂无
中图分类号
学科分类号
摘要
Geohazard chain processes in mountainous areas generally entail a landslide, followed by a dammed lake, a dam breach, and then outburst flooding. These chains have greater destructive power and a larger area of coverage than a single process, of which a representative event is the April 2000 Yigong landslide in Tibet, China. In this study, a two-part, numerical back-analysis of the entire chain process is carried out. Enhanced one-layer Savage-Hutter models, which incorporate a multiscale, empirical friction model (velocity-weakening) and appropriate erosion mechanics, are solved using a non-staggered central differencing scheme. A reasonable reproduction of the geohazard event chain was obtained. Results show that the use of the multiscale friction law is able to reproduce the dynamic process of the landslide with acceptable accuracy. In addition, the variation of soil shear resistance along the dam depth (against the water flow above) during the dam breach is considered in the study, in which the outburst flooding process is better modeled. The numerical results, validated by field measurements, provide reliable assessment and interpretation of the actual event.
引用
收藏
页码:2563 / 2576
页数:13
相关论文
共 50 条
  • [11] Assessment risk of evolution process of disaster chain induced by potential landslide in Woda
    Shunyu Yao
    Yu Lei
    Dingzhu Liu
    Deqiang Cheng
    Natural Hazards, 2024, 120 : 677 - 700
  • [12] Numerical simulation of the fracture process in concrete resulting from deflagration phenomena
    Daisuke Fukuda
    Kazuma Moriya
    Katsuhiko Kaneko
    Katsuya Sasaki
    Ryo Sakamoto
    Keitaro Hidani
    International Journal of Fracture, 2013, 180 : 163 - 175
  • [13] Numerical simulation of the fracture process in concrete resulting from deflagration phenomena
    Fukuda, Daisuke
    Moriya, Kazuma
    Kaneko, Katsuhiko
    Sasaki, Katsuya
    Sakamoto, Ryo
    Hidani, Keitaro
    INTERNATIONAL JOURNAL OF FRACTURE, 2013, 180 (02) : 163 - 175
  • [15] Model testing and numerical simulation study of evolutionary process of thrust load caused landslide
    Yong Rui
    Hu Xin-li
    Tang Hui-ming
    Li Chang-dong
    Ma Jun-wei
    Song You-jian
    ROCK AND SOIL MECHANICS, 2013, 34 (10) : 3018 - 3027
  • [16] Numerical study on landslide dynamic process and its impact damage prediction to brick-concrete buildings, a case from Fenghuang street landslide in Shaanxi, China
    Zhao, Zhou
    Chen, Xing
    Wei, Jiangbo
    Ma, Jianquan
    Ye, Wanjun
    FRONTIERS IN EARTH SCIENCE, 2023, 10
  • [17] Chain-Style Landslide Hazardous Process: Constraints From Seismic Signals Analysis of the 2017 Xinmo Landslide, SW China
    Li, Wei
    Chen, Yun
    Liu, Feng
    Yang, Hongfeng
    Liu, Jianli
    Fu, Bihong
    JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2019, 124 (02) : 2025 - 2037
  • [18] Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method
    Song, Danqing
    Du, Han
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 23 (06)
  • [19] Numerical Study on the Whole Process of Fireball Evolution in Strong Explosion
    夏银
    薛创
    李晨光
    孟广为
    赵英奎
    颜君
    李百文
    CommunicationsinTheoreticalPhysics, 2019, 71 (11) : 1388 - 1392
  • [20] Numerical Study on the Whole Process of Fireball Evolution in Strong Explosion
    Xia, Yin
    Xue, Chuang
    Li, Chen-Guang
    Meng, Guang-Wei
    Zhao, Ying-Kui
    Yan, Jun
    Li, Bai-Wen
    COMMUNICATIONS IN THEORETICAL PHYSICS, 2019, 71 (11) : 1388 - 1392