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| DAMAGE MECHANISMS OF MUDSTONE ROOF WITH GREAT-THICK IN COAL ROADWAY AND ITS CONTROLLING COUNTERMEASURES |
| (1. Institute of Mining Technology,Taiyuan University of Technology,Taiyuan,Shanxi 030024,China;2. China Building Material Geology Investigation Center Shanxi Unit,Taiyuan,Shanxi 030031,China) |
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Abstract The deformation characteristics of surrounding rock after excavating and supporting of coal roadway with great-thick mudstone roof,its failure mechanism and its controlling countermeasures are systematically researched through field investigation,laboratory test,numerical testing,similar simulation and theoretical analysis. Meanwhile these methods are used to represent dynamically the process of rock deformation and failure in the roadways,and the roadway?s behaviors including deformation characteristics,failure mechanisms,stress distribution in the surrounding rocks and the effects of various support systems on roadway stability are studied. Some conclusions can be drawn as follows:(1) The fracture,cracking and separating layer of the thick mudstone roof occurred and promoted promote by two ways,such as the weathering,disintegrating,disruption,dilatancy of the mudstone,as well as the concentrated tensile stress and shear stress in the stress adjustment. (2) Based on the study,it is shown that the original supports in the absence of accurate judgment of the surrounding rock result in the roadway destruction and the supports system abated. (3) The principles to support the mudstone roof are enclosing in time,enhancing the stiffness of the lower rock layer of the roof and disposing the anchor cables along the cracks. (4) Based on the geological mechanics and environmental conditions of the roadway surrounding rock,an optimized roadway support design is provided that effectively avoid the multiple recondition by changing the cross-section and modulating the support parameters. The long-term stability of the thick mudstone roof had been realized. After several successful engineering practices,research results have been adopted in Qipanjing mining area;and the results have great theoretical and practical values to similar roadway supports.
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Received: 25 June 2010
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| [1] 吴志祥,赵英利,梁建军,等. 预应力注浆锚索技术在加固大巷中的应用[J]. 煤炭科学技术,2001,29(8):10–12.(WU Zhixiang,ZHAO Yingli,LIANG Jianjun,et al. Prestressed grout bolting technology applied to reinforcement of mine large cross-section roadway[J].Coal Science and Technology,2001,29(8):10–12.(in Chinese))
[2] 祁和刚,郭夕祥,于士芹,等. 破碎大巷变形机制与注锚加固技术[J]. 煤炭学报,2008,33(11):1 224–1 229.(QI Hegang,GUO Xixiang,YU Shiqin,et al. Deformation mechanism of greatly cracked tunnel and support technique by grouting and bolting[J]. Journal of China Coal Society,2008,33(11):1 224–1 229.(in Chinese))
[3] 康天合,郜进海,潘永前. 薄层状碎裂顶板综采切眼锚固参数与锚固效果[J]. 岩石力学与工程学报,2004,23(增2):4 930–4 935. (KANG Tianhe,GAO Jinhai,PAN Yongqian. Anchoring parameters and effect on thin-bedded and cataclastic roof of starting cut for fully mechanized mining[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(Supp.2):4 930–4 935.(in Chinese))
[4] 高明仕,张 农,郭春生,等. 三维锚索与巷帮卸压组合支护技术原理及工程实践[J]. 岩土工程学报,2005,27(5):587–590.(GAO Mingshi,ZHANG Nong,GUO Chunsheng,et al. Mechanics and practice of combined supporting technology of 3D anchor-cable and unloading technology of wall of roadway[J]. Chinese Journal of Geotechnical Engineering,2005,27(5):587–590.(in Chinese))
[5] 张开智,夏均民,蒋金泉. 软岩锚杆强壳体支护结构及合理参数研究[J]. 岩石力学与工程学报,2004,23(4):668–672.(ZHANG Kaizhi,XIA Junmin,JIANG Jinquan. Structure and application of strong shell-body support in soft rock roadway[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(4):668–672.(in Chinese))
[6] 何满潮,郭志飚,任爱武,等. 柳海矿运输大巷返修工程深部软岩支护设计研究[J]. 岩土工程学报,2005,27(9):977–980.(HE Manchao,GUO Zhibiao,REN Aiwu,et al. Deep soft rock supporting technology of the repair project for transport tunnel in Liuhai Coal Mine[J]. Chinese Journal of Geotechnical Engineering,2005,27(9):977–980.(in Chinese))
[7] 康红普,林 健,吴拥政. 全断面高预应力强力锚索支护技术及其在动压巷道中的应用[J]. 煤炭学报,2009,34(9):1 153–1 159. (KANG Hongpu,LIN Jian,WU Yongzheng. High pretensioned stress and intensive cable bolting technology set in full section and application in entry affected by dynam ic pressure[J]. Journal of China Coal Society,2009,34(9):1 153–1 159.(in Chinese))
[8] 姜耀东,王宏伟,赵毅鑫,等. 极软岩回采巷道互补控制支护技术研究[J]. 岩石力学与工程学报,2009,28(12):2 383–2 390.(JIANG Yaodong,WANG Hongwei,ZHAO Yixin,et al. Study of complementary supporting technology of extremely soft rock mining roadway[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(12):2 383–2 390.(in Chinese))
[9] 朱维申,何满潮. 复杂条件下围岩稳定性与岩体动态施工力学[M]. 北京:科学出版社,1996.(ZHU Weishen,HE Manchao. Stability of surrounding rock caverus under complex condition and mechanics of rock mass dynamic construction[M]. Beijing:Science Press,1996.(in Chinese))
[10] 柴肇云,康天合,李义宝. 物化型软岩微结构单元特征及其胀缩性研究[J]. 岩石力学与工程学报,2006,25(6):1 265–1 269.(CHAI Zhaoyun,KANG Tianhe,LI Yibao. Study on microstructure unit character and its swell-shrink property for physico-chemical soft rock[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(6):1 265–1 269.(in Chinese))
[11] 康天合,柴肇云,王 东,等. 物化型软岩块体崩解特性差异的试验研究[J]. 煤炭学报,2009,34(7):907–911.(KANG Tianhe,CHAI Zhaoyun,WANG Dong,et al. Experimental study on block disintegration difference of physico-chemical soft rock[J]. Journal of China Coal Society,2009,34(7):907–911.(in Chinese))
[12] 王 东,康天合,柴肇云,等. 电化学作用对蒙脱石软岩颗粒物沉降与体积膨胀性影响的试验研究[J]. 岩石力学与工程学报,2009,28(9):1 876–1 883.(WANG Dong,KANG Tianhe,CHAI Zhaoyun,et al. Experimental studies on subsidence and expand ability of montmorillonitic soft rock particles under electrochemical treatment[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1 876–1 883.(in Chinese))
[13] 郜进海,康天合,靳钟铭,等. 巨厚薄层状顶板回采巷道围岩裂隙演化规律的相似模拟实验研究[J]. 岩石力学与工程学报,2004,23(19):3 292–3 297.(GAO Jinhai,KANG Tianhe,JIN Zhongming,et al. Similar simulation study on crack development law of surrounding rocks of roadway with great-thick thin-bedded top roof[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3 292–3 297.(in Chinese))
[14] 唐春安,王述红,傅宇芳. 岩石破裂过程数值试验[M]. 北京:科学出版社,2003.(TANG Chun?an,WANG Shuhong,FU Yufang. Numerical test of rock failure[M]. Beijing:Science Press,2003.(in Chinese))
[15] 刘长武,陆士良. 泥岩遇水崩解软化机制的研究[J]. 岩土力学,2000,21(1):28–31.(LIU Changwu,LU Shiliang. Research on mechanism of mudstone degradation and softening in water[J]. Rock and Soil Mechanics,2000,21(1):28–31.(in Chinese))
[16] 周翠英,邓毅梅,谭祥韶,等. 饱水软岩力学性质软化的试验研究与应用[J]. 岩石力学与工程学报,2005,24(1):33–38.(ZHOU Cuiying,DENG Yimei,TAN Xiangshao,et al. Experimental research on the softing of mechanical properties of saturated soft rocks and application[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(1):33–38.(in Chinese))
[17] ZHANG C L, WIECZOREK K, XIE M L. Swelling experiments on mudstones[J]. Journal of Rock Mechanics and Geotechnical Engineering,2010,2(1):44–51.
[18] 汤连生,周翠英. 渗透与水化学作用之受力岩体的破坏机制[J]. 中山大学学报(自然科学版),1996,35(6):95–100.(TANG Liansheng,ZHOU Cuiying. Analysis on mechanism of permeation and hydrochemical action resulting in failure of loaded rock mass[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni,1996,35(6):95–100.(in Chinese)) |
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