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| Effect of loading rate on fracture behavior of hard roof rock in coal mine |
| CHEN Lichao1,2,WANG Shengwei2,3,ZHANG Diankun2 |
(1. School of Mining Technology,Inner Mongolia University of Technology,Hohhot,Inner Mongolia 010051,China;2. State Key Laboratory of Coal and CBM Co-mining,Jincheng,Shanxi 028204,China;3. Faculty of Earth Resources,
China University of Geosciences(Wuhan),Wuhan,Hubei 430074,China) |
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Abstract The fracture characteristics and fracture mechanism of hard roof rock in coal mines are of key significance for the optimization of the artificial roof caving. Aiming at the hard roof coarse sandstone and gravel-bearing coarse sandstone in the Junger mining area of Inner Mongolia,the semi-circular bending samples of the rock were subjected to the loading rate of 0.35–3.78 GPa•m1/2•s-1 by using the split Hopkinson pressure bar. The dynamic fracture behavior and energy dissipation mechanism of rock under different loading rates are studied. The results show that:(1) under the impact,the fracture toughness of hard roof rock in the coal mine in the study area ranges from 0.76–3.36 MPa•m0.5. With the increase of loading rate,the fracture toughness of hard roof rock samples in the coal mine increases linearly,and the effect of loading rate on the fracture properties of hard roof rocks in the study area is significant. (2) At low loading rate,the fracture of hard roof rock is mainly simple tensile fracture,and the tensile cracks are formed parallel to the loading direction. Under medium and high loading rate,central tensile fracture and oblique shear fracture are formed in the roof sandstone. (3) With the increase of loading rate,the failure modes of hard roof rock changes from simple tensile fracture to shear-punch composite fracture,the degree of rock specimen breakage tends to be serious,and the number of fractures increases while the length decreases. (4) With the increase of loading rate,the energy absorption efficiency of hard roof rock samples during the fracture process is significantly reduced,which is disadvantageous to the realization of efficient rock breaking. (5) Due to the low loading rate,hydraulic fracturing can form a large range of rock fracturing under the same energy consumption,which is conducive to improving the fracture efficiency of hard roof in coal mine. However,due to the high loading rate,blasting has a limited range of impact crushing zone,which has certain limitations as a means of artificial roof caving of hard roof in coal mine.
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[1] 于 斌,刘长友,刘锦荣. 大同矿区特厚煤层综放回采巷道强矿压显现机制及控制技术[J]. 岩石力学与工程学报,2014,33(9): 1 863–1 872.(YU Bin,LIU Changyou,LIU Jinrong. Mechanism and control technology of pressure occurrence in roadway with extra thickness and mechanized caving of coal seam in Datong mining area[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 863–1 872.(in Chinese))
[2] 刘长友,杨敬轩,于 斌,等. 多采空区下坚硬厚层破断顶板群结构的失稳规律[J]. 煤炭学报,2014,39(3):395–403.(LIU Changyou,YANG Jingxuan,YU Bin,et al. Destabilization regularity of hard thick roof group under the multi gob[J]. Journal of China Coal Society,2014,39(3):395–403.(in Chinese))
[3] 于 斌,夏彬伟,喻 鹏. 特厚煤层综放开采坚硬顶板破断对瓦斯涌出影响[J]. 煤炭学报,2018,43(8):2 243–2 249.(YU Bin,XIA Binwei,YU Peng. Effect of hard roof breaking on gas emission in fully-mechanized sublevel caving mining of extremely thick coal seam[J]. Journal of China Coal Society,2018,43(8):2 243–2 249. (in Chinese))
[4] 赵 通,刘长友,弓培林. 近距离巨厚坚硬岩层破断结构及分区控制[J]. 采矿与安全工程学报,2019,36(4):719–727.(ZHAO Tong,LIU Changyou,GONG Peilin. Roof fractured structure and zonal control of super thick and hard close rock[J]. Journal of Mining and Safety Engineering,2019,36(4):719–727.(in Chinese))
[5] 杨敬轩,鲁 岩,刘长友,等. 拉压模量不同的多层顶板承载与破坏机理分析[J]. 中国矿业大学学报,2015,44(1):16–23.(YANG Jingxuan,LU Yan,LIU Changyou,et al. Load bearing and failure mechanism of multilayer roof with different tension and compression modulus[J]. Journal of China University of Mining and Technology,2015,44(1):16–23.(in Chinese))
[6] 鞠金峰,许家林,刘阳军,等. 关键层运动监测及岩移5阶段规律—以红庆河煤矿为例[J]. 煤炭学报,2022,47(2):611–622.(JU Jinfeng,XU Jialin,LIU Yangjun,et al. Key strata movement monitoring during underground coal mining and its 5-stage movement law inversion:A case study in Hongqinghe mine[J]. Journal of China Coal Society,2022,47(2):611–622.(in Chinese))
[7] 杨敬轩,于 斌,匡铁军,等. 基于煤岩深孔爆破问题的液体炸药研发与技术[J]. 煤炭学报,2021,46(6):1 874–1 887.(YANG Jingxuan,YU Bin,KUANG Tiejun,et al. Development and technical practice of liquid explosive based on deep-hole blasting problem[J]. Journal of China Coal Society,2021,46(6):1 874–1 887.(in Chinese))
[8] 郭德勇,商登莹,吕鹏飞,等. 深孔聚能爆破坚硬顶板弱化试验研究[J]. 煤炭学报,2013,38(7):1 149–1 153.(GUO Deyong,SHANG Dengying,LV Pengfei,et al. Experimental research of deep-hole cumulative blasting in hard roof weakening[J]. Journal of China Coal Society,2013,38(7):1 149–1 153.(in Chinese))
[9] 姜福兴,王 博,翟明华,等. 煤层超高压定点水力压裂防冲试验研究[J]. 岩土工程学报,2015,37(3):526–531.(JIANG Fuxing,WANG Bo,ZHAI Minghua,et al. Field tests on fixed-point hydraulic fracture with extra-high pressure in coal seam for rock burst prevention[J]. Chinese Journal of Geotechnical Engineering,2015,37(3):526–531.(in Chinese))
[10] 于 斌,段宏飞. 特厚煤层高强度综放开采水力压裂顶板控制技术研究[J]. 岩石力学与工程学报,2014,33(4):778–785.(YU Bin,DUAN Hongfei. Study on roof control by hydraulic fracturing in full-mechanized caving mining with high strength in extra-thick coal layer[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(4):778–785.(in Chinese))
[11] 尚晓光,朱斯陶,姜福兴,等. 地面直井水压致裂防控巨厚硬岩运动型矿震试验研究[J]. 煤炭学报,46(增2):639–650.(SHANG Xiaoguang,ZHU Sitao,JIANG Fuxing,et al. Experimental study on the prevention and control of mine earthquake by high pressure water fracturing of huge thick strata in vertical shaft[J]. Journal of China Coal Society,46(Supp.2):639–650.(in Chinese))
[12] 于 斌,高 瑞,夏彬伟,等. 大空间坚硬顶板地面压裂技术与应用[J]. 煤炭学报,2021,46(3):800–811.(YU Bin,GAO Rui,XIA Binwei,et al. Ground fracturing technology and application of hard roof in large space[J]. Journal of China Coal Society,2021,46(3):800–811.(in Chinese))
[13] 周 雷,李 立,夏彬伟,等. 含径向水力割缝钻孔导向压裂裂缝形态及影响要素[J]. 煤炭学报,2022,47(4):1 559–1 570.(ZHOU Lei,LI Li,XIA Binwei,et al. Fracture pattern and influencing factors of guided hydraulic fracturing with radial slot and well borehole[J]. Journal of China Coal Society,2022,47(4):1 559–1 570.(in Chinese))
[14] 唐铁吾,刘大安,崔振东,等. 煤矿顶板致裂水压力的断裂力学评估[J]. 煤炭学报,2020,45(增2):727–735.(TANG Tiewu,LIU Daan,CUI Zhendong,et al. Initiation pressure evaluation of coal mine roof hydraulic fracturing based on fracture mechanics[J]. Journal of China Coal Society,2020,45(Supp.2):727–735.(in Chinese))
[15] 何 江,窦林名,巩思园,等. 倾斜薄煤层切顶巷预裂顶板防治冲击矿压技术研究[J]. 煤炭学报,2015,40(6):1 347–1 352.(HE Jiang,DOU Linming,GONG Siyuan,et al. Research on rock burst prevention technology of roof-cutting roadway in inclined thin coal seam[J]. Journal of China Coal Society,2015,40(6):1 347–1 352. (in Chinese))
[16] 陈立超,王生维,张典坤. 基于SHPB实验的煤层气井固井水泥冲击能量耗散特征研究[J]. 材料导报,2021,35(增1):232–237. (CHEN Lichao,WANG Shengwei,ZHANG Diankun. Research on impact energy dissipation characteristics of cement of coalbed methane wells based on SHPB test[J]. Materials Reports,2021,35(Supp.1):232–237.(in Chinese))
[17] 陈立超,王生维,张典坤. 深部油气井固井水泥冲击破坏中的应变率效应[J]. 地下空间与工程学报,2021,17(增1):133–140.(CHEN Lichao,WANG Shengwei,ZHANG Diankun. Strain rates effect on the impact fracture of the cement sheath in deep oil and gas wells[J]. Chinese Journal of Underground Space and Engineering,2021,17(Supp.1):133–140.(in Chinese))
[18] 宫凤强,王 进,李夕兵. 岩石压缩特性的率效应与动态增强因子统一模型[J]. 岩石力学与工程学报,2018,37(7):1 586–1 595. (GONG Fengqiang,WANG Jin,LI Xibing. The rate effect of compression characteristics and a unified model of dynamic increasing factor for rock materials[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(7):1 586–1 595.(in Chinese))
[19] KURUPPU M D,CHONG K P. Fracture toughness testing of brittle materials using semi-circular bend(SCB) specimen[J]. Engineering Fracture Mechanics,2012,91:133–150.
[20] ZHOU Y X,XIA K,LI X B. Suggested methods for determining the dynamic strength parameters and mode-I fracture toughness of rock materials[J]. International Journal of Rock Mechanics and Mining Sciences,2012,49:105–112.
[21] SHANG J,GUI Y,ZHAO Z. Broad-spectrum fracture toughness of an anisotropic sandstone under mixed-mode loading[J].Theoretical and Applied Fracture Mechanics,2018,96:556–575.
[22] KRISHNAN GR,ZHAO X L,ZAMAN M,et al. Fracture toughness of a soft sandstone[J]. International Journal of Rock Mechanics and Mining Sciences,1998,35(6):695–710.
[23] KRAMAROV V,PARRIKAR P N,MOKHTARI M. Evaluation of Fracture toughness of sandstone and shale using digital image correlation[J]. Rock Mechanics and Rock Engineering,2020,53: 4 231–4 250.
[24] NIU Y,ZHOU X P,BERTO F. Evaluation of fracture mode classification in flawed red sandstone under uniaxial compression[J]. Theoretical and Applied Fracture Mechanics,2020,107:102528.
[25] FENG G,KANG Y,CHEN F,et al. The influence of temperatures on mixed-mode(I+II) and mode-II fracture toughness of sandstone[J]. Engineering Fracture Mechanics,2018,189:51–63.
[26] DEHESTANI A,HOSSEINI M,BEYDOKHTI A T. Effect of wetting-drying cycles on mode I and mode II fracture toughness of sandstone in natural(pH = 7) and acidic(pH = 3) environments[J]. Theoretical and Applied Fracture Mechanics,2020,107:102512.
[27] YAO Y. Linear elastic and cohesive fracture analysis to model hydraulic fracture in brittle and ductile rocks[J]. Rock Mechanics and Rock Engineering,2012,45:375–387.
[28] YUE K M,LEE PH,OLSON J,et al. Apparent fracture toughness for LEFM applications in hydraulic fracture modeling[J]. Engineering Fracture Mechanics,2020,230:106984.
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