Deformation evolution of landslides induced by coal mining in mountainous areas: case study of the Madaling landslide, Guizhou, China

被引:18
作者
Lai, Qiyi [1 ]
Zhao, Jianjun [1 ]
Shi, Bin [1 ]
Liu, Haofang [1 ]
Ji, Lan [1 ]
Li, Qingmiao [1 ]
Huang, Runqiu [1 ]
机构
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Prot, Chengdu 610059, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Underground coal mining; Mining landslide; Deformation mechanism; Warning criterion; Centrifuge model test; Numerical simulation; MODEL TEST; MECHANISM; FAILURE; SUBSIDENCE; JIWEISHAN;
D O I
10.1007/s10346-023-02069-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In recent years, landslides induced by underground mining have attracted much attention as they cause great harm and early warning signals are difficult to detect. The key work of the early warning of a mining landslide is to clarify its initiation mechanism and evolution process. Due to the complexity of the deformation and failure of the goaf overburden and the lack of monitoring of the slope evolution process, the deformation and failure law and evolution characteristics of mining landslides have always been difficult to analyze. In this paper, a typical mining landslide, the Madaling landslide, was selected as the study object. The soft-hard interlayer structure of the slope was generalized and explored by centrifuge model tests and a 3D discrete element model. The results showed that the evolution of the Madaling landslide are divided into four stages: (I) the bending and collapse of the goaf overburden, the slope settlement and the formation of tensile cracks at the trailing edge; (II) the upwards extension of the subsidence cracks of the rock mass; (III) the occurrence of shear cracks in the rock mass, with gradual slope deformation as a whole; and (IV) the connection of shear cracks, with the initiation of landslides. The long-term gravity creep of soft rock and the extension of trailing edge tensile cracks cause the internal rock mass of the slope to become the key block controlling slope stability. The slope surface displacement (S)-time (t) curve of mining landslides is divided into the settlement stage, rock mass crack development stage and landslide evolution stage. The formation time of shear cracks in the rock mass crack development stage is a sign of the transformation of subsidence into a landslide. The relationship between the horizontal displacement and the depth of the rock mass effectively reflects the development stage of shear cracks. The horizontal and vertical displacement of the deep rock mass can serve as the early warning criterion for mining landslides.
引用
收藏
页码:2003 / 2016
页数:14
相关论文
共 33 条
  • [1] FDM predictive methodology for subsidence due to flat and inclined coal seam mining
    Alejano, LR
    Ramírez-Oyanguren, P
    Taboada, J
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1999, 36 (04): : 475 - 491
  • [2] Benko B., 1997, Numerical Modelling of Complex Slope Deformations
  • [3] Dynamic triggering mechanism of the Pusa mining-induced landslide in Nayong County, Guizhou Province, China
    Cui, Fangpeng
    Li, Bin
    Xiong, Chen
    Yang, Zhongping
    Peng, Jianquan
    Li, Jiangshan
    Li, Haowen
    [J]. GEOMATICS NATURAL HAZARDS & RISK, 2022, 13 (01) : 123 - 147
  • [4] Centrifuge model test of an irrigation-induced loess landslide in the Heifangtai loess platform, Northwest China
    Cui Sheng-hua
    Pei Xiang-jun
    Wu Hao-yu
    Huang Run-qiu
    [J]. JOURNAL OF MOUNTAIN SCIENCE, 2018, 15 (01) : 130 - 143
  • [5] Calculation of Residual Surface Subsidence Above Abandoned Longwall Coal Mining
    Cui, Ximin
    Zhao, Yuling
    Wang, Guorui
    Zhang, Bing
    Li, Chunyi
    [J]. SUSTAINABILITY, 2020, 12 (04)
  • [6] Lessons learnt from Indian inundation disasters: An analysis of case studies
    Dash, A. K.
    Bhattacharjee, R. M.
    Paul, P. S.
    [J]. INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION, 2016, 20 : 93 - 102
  • [7] Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests
    Fan, Lei
    Zhang, Guangcheng
    Li, Bo
    Tang, Huiming
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 76 (03) : 891 - 900
  • [8] Feng Z, 2012, ROCK SOIL MECH, V33, P2704
  • [9] EFFECTS OF MINING SUBSIDENCE ON COLLIERY SPOIL HEAPS .2. DEFORMATIONAL BEHAVIOR OF SPOIL HEAPS DURING UNDERMINING
    FORRESTER, DJ
    WHITTAKER, BN
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1976, 13 (04): : 121 - 133
  • [10] Global fatal landslide occurrence from 2004 to 2016
    Froude, Melanie J.
    Petley, David N.
    [J]. NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2018, 18 (08) : 2161 - 2181