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| RESEARCH ON SURROUNDING ROCK FISSURE TESTING TECHNOLOGY IN GEOMECHANICAL MODEL TEST AND ITS APPLICATION |
| ZHANG Chong1，2，XUE Junhua3，ZHANG Xiangyang4，KONG Fuli4，XU Jingmao4 |
(1. College of Electronic and Information Engineering，Henan University of Science and Technology，Luoyang，Henan 471003，China；2. State Key Laboratory of Coal Resources and Safe Mining，China University of Mining and Technology，Xuzhou，Jiangsu 221116，China；
3. State Key Laboratory of Deep Coal Mining and Environment Protection，Huainan Mining Group，Huainan，Anhui 232001，China；4. The Third Research Institute of the Corps of Engineering，General Staff of PLA，Luoyang，Henan 471023，China) |
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Abstract Based on the technical requirements of surrounding rock fissure testing in geomechanical model test，a fissure testing scheme with fracture wire is put forward；and the fracture wire materials are sifted. Through contrast test，graphite wire is chosen finally. This material can basically crack synchronously with model medium and satisfy the test requirements. The graphite wire is applied to the Huainan coal mine；and the occurrence and development processes of surrounding rock fissures are obtained. This technique can provide reference for fissure testing in similar experiments.
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Received: 16 May 2013
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| [1] 钱七虎. 深部地下空间开发中的关键科学问题[C]// 钱七虎院士论文选集. 北京：科学出版社，2007：549–568.(QIAN Qihu. Key scientific problems in underground space exploitation[C]// Academician QIAN Qihu paper selection. Beijing：Science Press，2007：549–568.(in Chinese))
[2] 谢和平. 深部高应力下的资源开采——现状?基础科学问题与展望[C]// 科学前沿与未来(第六集). 北京：中国环境科学出版社， 2002：179–191.(XIE Heping. Resources exploitation in deep underground space with high stress—present situation，basic science problem and prospect[C]// Scientific Frontier and Future(sixth collected works). Beijing：China Environmental Science Press，2002：179–191.(in Chinese))
[3] 何满潮. 深部开采工程岩石力学现状及其展望[C]// 第八次全国岩石力学与工程学术大会论文集. 北京：科学出版社，2004：88–94. (HE Manchao. Present situation and prospect of rock mechanics in deep mining engineering[C]// Proceedings of the 8th National Academic Conference on Rock Mechanics and Engineering. Beijing：Science Press，2004：88–94.(in Chinese))
[4] SHEMYAKIN E I，FISENKO G L，KURLENYA M V，et al. Zonal disintegration of rocks around underground workings，part III：theoretical concepts[J]. Journal of Mining Science，1987，23(1)：1–6.
[5] SHEMYAKIN E I，FISENKO G L，KURLENYA M V，et al. Zonal disintegration of rocks around underground workings，part II：rock fracture simulated in equivalent materials[J]. Journal of Mining Science，1986，22(4)：223–232.
[6] SHEMYAKIN E I，FISENKO G L，KURLENYA M V，et al. Zonal disintegration of rocks around underground workings，part I：data of in-situ observations[J]. Journal of Mining Science，1986，22(3)：157–168.
[7] SHEMYAKIN E I，KURLENYA M V，OPARIN V N，et al. Zonal disintegration of rocks around underground workings，part IV：practical applications[J]. Journal of Mining Science，1989，25(4)：297–302.
[8] ADAMS G D，JAGER A J. Etroscopic observations of rock fracturing ahead of the stope faces in deep-level gold mines[J]. Journal of the South Africa Institute of Mining and Metallurgy，1980，(2)：115– 127.
[9] 方祖烈. 软岩巷道维护原理与控制措施[C]// 何满潮编. 中国煤矿软岩巷道支护理论与实践. 北京：煤炭工业出版社，1996：64–70. (FANG Zulie. Support principles for roadway in soft rock and its controlling measures[C]// HE Manchao ed. Soft Rock Tunnel Support in Chinese Mines：Theory and Practice. Beijing：China Coal Industry Publishing House，1996：64–70.(in Chinese))
[10] 刘 高，王小春，聂德新. 金川矿区地下巷道围岩应力场特征及演化机制[J]. 地质灾害与环境保护，2002，13(4)：40–45.(LIU Gao，WANG Xiaochun，NIE Dexin. The characteristics and evolution mechanism of stresses in surrounding rocks of underground works in Jinchuan mine[J]. Journal of Geological Hazards and Environment Preservation，2002，13(4)：40–45.(in Chinese))
[11] 李术才，王汉鹏，钱七虎，等. 深部巷道围岩分区破裂化现象现场监测研究[J]. 岩石力学与工程学报，2008，27(8)：1 545–1 553.(LI Shucai，WANG Hanpeng，QIAN Qihu，et al. In-situ monitoring research on zonal disintegration of surrounding rock mass in deep mine roadways[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(8)：1 545–1 553.(in Chinese))
[12] 潘一山，李英杰，唐 鑫，等. 岩石分区破裂化现象研究[J]. 岩石力学与工程学报，2007，26(增1)：3 335–3 341.(PAN Yishan，LI Yingjie，TANG Xin，et al. Study on zonal disintegration of rock[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.1)：3 335– 3 341.(in Chinese))
[13] 李英杰，潘一山，李忠华. 岩体产生分区碎裂化现象机制分析[J].岩土工程学报，2006，28(9)：1 124–1 128.(LI Yingjie，PAN Yishan，LI Zhonghua. Analysis of mechanism of zonal disintegration of rocks[J]. Chinese Journal of Geotechnical Engineering，2006，28(9)：1 124–1 128.(in Chinese))
[14] 唐 鑫，潘一山，章梦涛. 深部巷道区域化交替破碎现象的机制分析[J]. 地质灾害与环境保护，2006，17(4)：80–84.(TANG Xin，PAN Yishan，ZHANG Mengtao. Mechanism analysis of zonal disintegration in deep level tunnel[J]. Journal of Geological Hazards and Environment Preservation，2006，17(4)：80–84.(in Chinese))
[15] 顾金才，顾雷雨，陈安敏，等. 深部开挖洞室围岩分层断裂破坏机制模型试验与分析[J]. 岩石力学与工程学报，2008，27(3)：433–438.(GU Jincai，GU Leiyu，CHEN Anmin，et al. Model test study of mechanism of layered fracture within surrounding rock of tunnels in deep stratum[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(3)：433–438.(in Chinese))
[16] 姜耀东. 关于深部岩石工程围岩分区破裂化效应的思考[C]// 中国科学技术协会学会学术部新观点新学说学术沙龙文集21：深部岩石工程围岩分区破裂化效应. 北京：中国科学技术出版社，2008：47–50.(JIANG Yaodong. Consideration of surrounding rock partition rupture effect in deep rock engineering[C]// China association for Science and Technology Society Academic Department New Ideas and New Theories Academic Salon Corpus 21：Surrounding Rock Partition Rupture Effect in Deep Rock Engineering. Beijing：China Science and Technology Press，2008：47–50.(in Chinese))
[17] 傅竹武，王 鑫. 混凝土构件缺陷超声无损检测的研究[J]. 岩土力学，2007，28(Supp.)：783–788.((FU Zhuwu，WANG Xin. A study of ultrasonic nondestructive test detecting the defects of concrete components[J]. Rock and Soil Mechanics，2007，28(Supp.)：783–788.(in Chinese)) |
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2013, Vol. 32 
