Stability analysis of rib pillars in highwall mining under dynamic and static loads in open-pit coal mine

被引:20
作者
Wu, Haoshuai [1 ]
Chen, Yanlong [1 ]
Lv, Haoyan [2 ]
Xie, Qihang [2 ]
Chen, Yuanguang [2 ]
Gu, Jun [2 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Open-pit coal mine; Dynamic and static loads; Highwall mining; Rib pillar; Catastrophe instability; SLOPE STABILITY; SYSTEM;
D O I
10.1007/s40789-022-00504-1
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The retained coal in the end slope of an open-pit mine can be mined by the highwall mining techniques. However, the instability mechanism of the reserved rib pillar under dynamic loads of mining haul trucks and static loads of the overlying strata is not clear, which restricts the safe and efficient application of highwall mining. In this study, the load-bearing model of the rib pillar in highwall mining was established, the cusp catastrophe theory and the safety coefficient of the rib pillar were considered, and the criterion equations of the rib pillar stability were proposed. Based on the limit equilibrium theory, the limit stress of the rib pillar was analyzed, and the calculation equations of plastic zone width of the rib pillar in highwall mining were obtained. Based on the Winkler foundation beam theory, the elastic foundation beam model composed of the rib pillar and roof under the highwall mining was established, and the calculation equations for the compression of the rib pillar under dynamic and static loads were developed. The results showed that with the increase of the rib pillar width, the total compression of the rib pillar under dynamic and static loads decreases nonlinearly, and the compression of the rib pillar caused by static loads of the overlying strata and trucks has a decisive role. Numerical simulation and theoretical calculation were also performed in this study. In the numerical simulation, the coal seam with a buried depth of 122 m and a thickness of 3 m is mined by highwall mining techniques. According to the established rib pillar instability model of the highwall mining system, it is found that when the mining opening width is 3 m, the reasonable width of the rib pillar is at least 1.3 m, and the safety factor of the rib pillar is 1.3. The numerical simulation results are in good agreement with the results of theoretical calculation, which verifies the feasibility of the theoretical analysis of the rib pillar stability. This research provides a reference for the stability analysis of rib pillars under highwall mining.
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页数:16
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共 41 条
  • [1] Geomechanics of rock array for chamber system of coal deposits development on the example of finalizing by KGRP complex
    Bykadorov, Alexey
    Degtyarev, Dmitry
    Smirnov, Sergey
    Pechenegov, Oleg
    [J]. 1ST SCIENTIFIC PRACTICAL CONFERENCE INTERNATIONAL INNOVATIVE MINING SYMPOSIUM (IN MEMORY OF PROF. VLADIMIR PRONOZA), 2017, 15
  • [2] Effect of Confining Pressure on the Damage Evolution and Failure Behaviors of Intact Sandstone Samples During Cyclic Disturbance
    Chen, Xu
    Tang, Minggao
    Tang, Chun'an
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2022, 55 (01) : 19 - 33
  • [3] Investigations of Damage Characteristics in Rock Material Subjected to the Joint Effect of Cyclic Loading and Impact
    Chen, Yanlong
    Wu, Haoshuai
    Pu, Hai
    Zhang, Kai
    Ju, Feng
    Wu, Yu
    Liu, Jiangfeng
    [J]. ENERGIES, 2020, 13 (09)
  • [4] [陈彦龙 Chen Yanlong], 2016, [中国矿业大学学报. 自然科学版, Journal of China University of Mining & Technology], V45, P859
  • [5] Research on exploiting residual coal around final end-walls by highwall mining system in China
    Chen, Yanlong
    Shimada, Hideki
    Sasaoka, Takashi
    Hamanaka, Akihiro
    Matsui, Kikuo
    [J]. INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT, 2013, 27 (03) : 166 - 179
  • [6] Experimental and Theoretical Study of Shear Instability of Rock Joints in the Direct Shear Test
    Dong, Hangyu
    Liu, Xige
    Zhu, Wancheng
    [J]. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 21 (03)
  • [7] A Framework for Geotechnical Hazard Analysis in Highwall Mining Entries
    Elmouttie, Marc
    Karekal, Shivakumar
    [J]. ISRM EUROPEAN ROCK MECHANICS SYMPOSIUM EUROCK 2017, 2017, 191 : 1203 - 1210
  • [8] Gu SC, 2014, SAF COAL MINES, V45, P24, DOI DOI 10.13347/J.CNKI.MKAQ.2014.09.007
  • [9] Geochemistry, petrology, and palynology of the Princess No. 3 coal, Greenup County, Kentucky
    Hood, Madison M.
    Eble, Cortland F.
    Hower, James C.
    Dai, Shifeng
    [J]. INTERNATIONAL JOURNAL OF COAL SCIENCE & TECHNOLOGY, 2020, 7 (04) : 633 - 651
  • [10] Hou CJ, 1989, J CHINA COAL SOC, P21