Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (2): 563-576.doi: 10.16285/j.rsm.2022.1348

• Geotechnical Engineering • Previous Articles     Next Articles

Investigation of the time-dependent strata movement behaviour caused by caving method

LIU Xuan-ting1, 2, CHEN Cong-xin1, 2, XIA Kai-zong1, 2, ZHENG Xian-wei3, WANG Tian-long1, 2, YUAN Jia-hao1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Chengchao Iron Mine of Wuhan Iron and Steel (Group) Company, Ezhou, Hubei 436051, China
  • Received:2022-08-30 Accepted:2022-10-05 Online:2023-02-10 Published:2023-02-17
  • Supported by:
    This work was supported by the Young Scholar Fund of National Natural Science Foundation of China(42002292).

Abstract: A series of geological disasters are observed in metal mines by sublevel caving method. In order to ensure safe production in mining areas, it is of great significance to carry out research on time-dependent strata movement behavior caused by sublevel caving method. The footwall of western area in the Chengchao Iron Mine was taken as the research case and more than 10 years of GPS monitoring data on the surface were collated and analyzed. By combining the monitoring data with in situ failure investigation and engineering geology, the time-dependent behaviour of strata movement under different zones was studied. The research results indicate that the time-dependent behaviour of strata movement is determined by deformation failure process, and its time-dependent behaviours are different in different zones. It can be further characterized by initial deformation, progressive deformation, accelerated deformation and residual deformation stages. The four time-dependent behaviours correspond to stable state, critical state, unstable state and post-mining creep state. The initial deformation stage corresponds to the initial creep process of the rock mass, and the progressive deformation stage reflects the process of resisting deformation. The accelerated deformation stage is related to the formation of through-going failure surface and the strong stress release. There is no space for the caved waste rock mass to flow after the mining activity is stopped, the strata movement is weakened due to the caved waste rock mass is compacted by surrounding rock mass. The residual deformation time is controlled by the creep characteristics of the rock mass and the compaction process of caved waste rock mass. A longer residual deformation time is observed in in the toppling-slipping zone due to an additional compaction process of caved waste rock mass.

Key words: metal mine, caving method, mining disturbance, strata movement, time-dependent behaviour

CLC Number: 

  • TD 861
[1] HUANG Jia-sheng, WANG Lu-jun, LIU Yan-jing, WANG Xin-bo, ZHU Bin , . Time-dependent behaviour of thermal-hydro-mechanical coupling of gassy soils [J]. Rock and Soil Mechanics, 2021, 42(9): 2507-2517.
[2] ZHANG Chu-qiang, SHEN Qiang, CHEN Cong-xin, XIA Kai-zong, WANG Tian-long, LIU Xuan-ting, . Study on the influence range and limit angle in the west area of Chengchao Iron Mine by sublevel caving [J]. Rock and Soil Mechanics, 2021, 42(6): 1713-1723.
[3] WANG Qing-yuan, LIU Jie, WANG Pei-tao, LIU Fei, . 冲击扰动诱发蠕变岩石加速失稳破坏试验 [J]. Rock and Soil Mechanics, 2020, 41(3): 781-788.
[4] AN Bai-fu, WANG Dong-da, PANG Ji-lu, ZHANG Heng, CAO Guo-lei, . Physical simulation for surrounding rock deformation and coal pillar bearing characteristics of filling recovery room coal pillar [J]. Rock and Soil Mechanics, 2020, 41(12): 3979-3986.
[5] ZUO Jian-ping, ZHOU Yu-bo, LIU Guang-wen, SHAO Guang-yao, SHI Yue, . Continuous deformation law and curvature model of rock strata in coal backfill mining [J]. Rock and Soil Mechanics, 2019, 40(3): 1097-1104.
[6] RONG Teng-long, ZHOU Hong-wei, WANG Lu-jun, REN Wei-guang, WANG Zi-hui, SU Teng, . Study on coal permeability model in front of working face under the influence of mining disturbance and temperature coupling [J]. Rock and Soil Mechanics, 2019, 40(11): 4289-4298.
[7] LU Zhi-guo, JU Wen-jun, ZHAO Yi-xin, WANG Hao, ZHENG Jian-wei, LIU Ai-qing, . Analysis of the mining induced stress rotation influence on fault stability [J]. Rock and Soil Mechanics, 2019, 40(11): 4459-4466.
[8] CHEN Lei, ZHAO Xue-sheng, TANG Yi-xian, ZHANG Hong, . Parameters fitting and evaluation of exponent Knothe model combined with InSAR technique [J]. Rock and Soil Mechanics, 2018, 39(S2): 423-431.
[9] SONG Xu-gen, CHEN Cong-xin, PANG Hou-li, XIA Kai-zong, CHEN Shan,YANG Kuo-yu, SUN Chao-yi. Study of relationship between underground mining and surface deformation in metal mines [J]. , 2018, 39(S1): 425-436.
[10] RONG Teng-long, ZHOU Hong-wei, WANG Lu-jun, REN Wei-guang, GUO Yi-bao,. A damage-based permeability models of deep coal under mining disturbance [J]. , 2018, 39(11): 3983-3992.
[11] CHEN Long-long, CHEN Cong-xin, XIA Bo-ru, XIA Kai-zong, FU Hua, DENG Yang-yang, SONG Xu-geng, SUN Zhao-yi. Study on mechanism of formation and expansion of ground caving-in in the eastern Chengchao Iron Mine [J]. , 2017, 38(8): 2322-2334.
[12] LI Yang-yang , ZHANG Shi-chuan , GAO Li-qun , KONG De-zhi , KONG He,. Mechanism and prevention of pressure burst in step region based on overburden strata movement of unequal length working face [J]. , 2016, 37(11): 3283-3290.
[13] ZHANG Yan, YE Jian-hong, JI Hong-guang, WANG Jin-an,. Identifying the development of mining-induced fractures zone using dynamic stress tracing method [J]. , 2016, 37(11): 3291-3298.
[14] ZHAO Kang ,ZHAO Kui ,SHI Liang,. Collapsing height prediction of overburden rockmass at metal mine based on dimensional analysis [J]. , 2015, 36(7): 2021-2026.
[15] WANG Lei ,ZHANG Xian-ni ,GUO Guang-li ,ZHA Jian-feng,. Research on surface subsidence prediction model of coal mining with solid compacted backfilling [J]. , 2014, 35(7): 1973-1978.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .