(1. State Key Laboratory for Coal Mine Disaster Dynamics and Control,Chongqing University,Chongqing 400044,China;
2. College of Resources,Hebei University of Engineering,Handan,Hebei 056038,China)
Abstract:Using self-made meso-shear test equipment for gas-containing coal and rock,the researchs on the evolution process of cracking and development,macroscopic crack morphology,and meso-crack coalescence mode of raw coal containing horizontal and vertical surface cracks,are carried out under different loading speed conditions. Results show that horizontal surface crack influenced the numbers of macrocrack development,made macroscopic shear crack morphology of raw coal containing horizontal crack manifested H or H+L type;while,vertical surface crack had no effect on the number of macroscopic crack development;raw coal containing vertical crack showed L type. Effects of original cracks on the development and evolution of the new crack were limited to the local area near predetermined shear plane,cracks far from predetermined shear plane and rock samples defects far from predetermined shear plane induced by making of raw coal samples,whose shape were not changed significantly,had no significant effect on the macroscopic crack development near shear plane. Nearby predetermined shear plane,later macro main crack will cause pre-generated right side crack closed. Vertical original crack on the left side of the shear plane had no effect on crack initiation and expansion of macro main crack. Meso-analysis show that,horizontal surface original crack made coal rock failure mode complex and diversification,including compressed failure,shear failure,tension failure,and combination mode,lead crack initiation location to appear at the original crack nearby predetermined shear plane,while vertical surface original cracks less affected the coal rock failure mode.
[1] 聂百胜,何学秋,王恩元,等. 煤体剪切破坏过程电磁辐射与声发射研究[J]. 中国矿业大学学报,2002,31(6):609–611.(NIE Baisheng,HE Xueqiu,WANG Enyuan,et al. Study on electromagnetic radiation and acoustic emission in shearing process of coal[J]. Journal of China University of Mining and Technology,2002,31(6):609–611.(in Chinese))
[2] 钟卫平,高 峰,沈晓明. 岩石节理压剪破坏的数值分析[J]. 武汉理工大学学报,2007,29(1):102–117.(ZHONG Weiping,GAO Feng,SHEN Xiaoming. Numerical analysis of rock joint failure under compression-shear stress[J]. Journal of Wuhan University of Technology,2007,29(1):102–117.(in Chinese))
[3] 钟卫平,沈晓明. 岩石节理剪切强度研究[J]. 武汉理工大学学报,2011,33(2):96–99.(ZHONG Weiping,SHEN Xiaoming. Research on the shearing strength of rock joint[J]. Journal of Wuhan University of Technology,2011,33(2):96–99.(in Chinese))
[4] 芮勇勤,唐春安. 岩石剪切破坏过程的RFPA2D 数值模拟[J]. 岩石力学与工程学报,2002,21(3):364–368.(RUI Yongqin,TANG Chun?an. Numerical simulation on failure process of rock sample with RFPA2D code under direct shear test[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(3):364–368.(in Chinese))
[5] 张后全,常 旭,唐春安,等. 岩石多裂纹剪切断裂数值试验研究[J]. 岩石力学与工程学报,2005,24(增1):5 136–5 140. (ZHANG Houquan,CHANG Xu,TANG Chun?an,et al. Numerical study on shear failure of jointed rock with several flaws under shear testing[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.1):5 136–5 140.(in Chinese))
[6] 葛修润,任建喜,蒲毅彬,等. 岩石细观损伤扩展规律的CT实时试验[J]. 中国科学:E辑,2000,30(2):104–111.(GE Xiurun,REN Jianxi,PU Yibin,et al. Real-time CT test on the meso-damage development law of rock[J]. Science in China:Series E,2000,30(2):104–111.(in Chinese))
[7] 任建喜,葛修润,蒲毅彬,等. 岩石单轴细观损伤演化特性的CT实时分析[J]. 土木工程学报,2000,33(6):99–104.(REN Jianxi,GE Xiurun,PU Yibin,et al. Real-time CT test on the meso-damage evolution of rock under uniaxial compression[J]. China Civil Engineering Journal,2000,33(6):99–104.(in Chinese))
[8] HORII H,NEMAT-NASSER S. Compression-induced microcrack growth in brittle solids:axial splitting and shear failure[J]. Journal of Geophysical Research,1985,90(B4):3 105–3 125.
[9] 朱珍德,张 勇,李术才,等. 用数字图像相关技术进行红砂岩细观裂纹损伤特性研究[J]. 岩石力学与工程学报,2005,24(7):1 123– 1 128.(ZHU Zhende,ZHANG Yong,LI Shucai,et al. Studies on microcosmic crack damage properties of a red sandstone with digital image technique[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(7):1 123–1 128.(in Chinese))
[10] 朱珍德,渠文平,蒋志坚. 岩石细观结构量化试验研究[J]. 岩石力学与工程学报,2007,26(7):1 313–1 324.(ZHU Zhende,QU Wenping,JIANG Zhijian. Quantitative test study on mesostructure of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(7):1 313–1 324.(in Chinese))
[11] 凌建明,孙 钧. 脆性岩石的细观裂纹损伤及其时效特性[J]. 岩石力学与工程学报,1993,12(4):304–312.(LING Jianming,SUN Jun. On mesocrack damage of brittle rocks and its time-dependent characterisics[J]. Chinese Journal of Rock Mechanics and Engineering,1993,12(4):304–312.(in Chinese))
[12] 凌建明. 压缩荷载条件下岩石细观损伤特征的研究[J]. 同济大学学报,1993,21(2):219–226.(LING Jianming. Study on the mesoscopical characteristics of rock damage under compressive loading[J]. Journal of Tongji University,1993,21(2):219–226.(in Chinese))
[13] 许 江,彭守建,尹光志,等. 含瓦斯煤岩细观剪切实验装置的研制及应用[J]. 岩石力学与工程学报,2011,30(4):677–685.(XU Jiang,PENG Shoujian,Y1N Guangzhi,et al. Development of meso-shear test equipment for coal rock containing gas and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(4):677–685.(in Chinese))
[14] 许 江,陆丽丰,杨红伟,等. 剪切荷载作用下砂岩细观开裂扩展演化特征研究[J]. 岩石力学与工程学报,2011,30(5):944–950. (XU Jiang,LU Lifeng,YANG Hongwei,et al. Study of evolution law of microfracturing progress of sandstone under shear loading[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(5):944–950.(in Chinese))
[15] 林 鹏,黄凯珠,王仁坤,等. 不同角度单裂纹缺陷试样的裂纹扩展与破坏行为[J]. 岩石力学与工程学报,2005,24(增2):5 652–5 657.(LIN Peng,WONG R H C,WANG Renkun,et al. Crack growth mechanism and failure behavior of specimen containing single flaw with different angles[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.2):5 652–5 657.(in Chinese))
[16] CHEN G,KEMENY J M,HARPALANI S. Fracture propagation and coalescence in marble plates with pre-cut notches under compression[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1993,30(5):279–279.
[17] 王元汉,苗 雨,李银平. 预制裂纹岩石压剪试验的数值模拟分析[J]. 岩石力学与工程学报,2004,23(18):3 113–3 116.(WANG Yuanhan,MIAO Yu,LI Yinping. Numerical simulation of the experiment on rock with preexisted cracks under compression and shearing[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(18):3 113–3 116.(in Chinese))