岩爆物理模拟试验研究现状及思考

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摘要岩爆受岩性、应力条件、开采条件等因素影响，发生机制极其复杂，而物理模拟试验研究岩爆具有独特优势。在总结前人研究成果的基础上，从岩爆物理模拟研究的试验仪器、相似材料、加载、开挖、支护和监测测量方法等方面，详细论述当前岩爆物理模拟研究存在的不足和未来的发展方向。主要得到以下结论：建立适合于岩爆的脆性相似判据并研制“低强度、高脆性”的相似材料，是岩爆物理模拟试验成功的基础；分别在理论上和试验方法上解决硬性结构面的相似性判别方法和制作工艺，是研究结构面型岩爆的关键；在保证加载的准确性和受力的均匀性基础上，研制大吨位的加载装置和可考虑复杂岩–机相互作用的TBM掘进机及钻爆法施工工艺，是研究不同岩爆影响因素的保证；开发能够与“硬岩”岩爆以开裂为主的典型变形破坏特征相适应的多元信息监测和测试系统，是成功解译岩爆孕育演化特征和规律的先决条件。研究结论将有助于改进岩爆的物理模拟试验研究现状，为建立岩爆风险的合理评估、准确预测及防控方法提供科学依据。

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关键词 ：物理模拟试验, 岩爆, 现状, 发展方向

Abstract：The mechanism of rockburst is intricate，which is controlled by factors such as lithology，stress and excavation conditions，and the physical simulation test for rockburst has some unique advantages. On the basis of summarizing previous studies on rockburst with physical simulation test，the shortcomings in the present study and the future direction of study were described in detail from the aspects of the test instruments，the similar materials，the loading conditions and the methods of excavation，supporting and monitoring. The following conclusions are obtained. Establishing the similarity criterion of brittleness suitable for rockburst and developing similar materials with low strength and high brittleness are basic testing requirements for the successful physical simulation of rockburst. Solving the problems of the similarity criterion and the manufacturing technology for rigid structural plane theoretically and experimentally respectively are keys for the structural rockburst research. With the required loading accuracy and stressing uniformity，designing the large-tonnage loading device and the TBM which considers the complex rock-machine interaction，and the drill and blast construction technology，are guarantees for the study of different factors influencing the rockburst. Devising diverse information monitoring systems that are matched with the typical deformation and failure characteristics of hard rock cracking is prerequisite to successfully interpret the behavior of rockburst.

Key words： physical simulation test rockburst review future development direction

引用本文:

周辉，孟凡震，张传庆，卢景景，徐荣超. 岩爆物理模拟试验研究现状及思考[J]. 岩石力学与工程学报, 2015, 34(05): 915-923.
ZHOU Hui，MENG Fanzhen，ZHANG Chuanqing，LU Jingjing，XU Rongchao. REVIEW AND STATUS OF RESEARCH ON PHYSICAL SIMULATION TEST FOR ROCKBURST. , 2015, 34(05): 915-923.

链接本文:

http://www.rockmech.org/CN/Y2015/V34/I05/915

[2]	徐林生，王兰生，李天斌. 国内外岩爆研究现状综述[J]. 长江科学院院报，1999，16(4)：24-27.(XU Linsheng，WANG Lansheng，LI Tianbin. Present situation of rockburst research at home and abroad[J]. Journal of Yangtze River Scientific Research Institute，1999，16(4)：24-27.(in Chinese))
[4]	ORTLEPP W D，STACEY T R. Rockburst Mechanisms in Tunnels and Shafts[J]. Tunnelling and Underground Space Technology，1994，9(1)：59-65. " target="_blank">
[6]	吕庆，孙红月，尚岳全，等. 深埋特长公路隧道岩爆预测综合研究[J]. 岩石力学与工程学报，2005，24(16)：2 982-2 988.(LU Qing，SUN Hongyue，SHANG Yuequan，et al. Comprehensive study on prediction of rockbursts in deep and over-length highway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 982-2 988.(in Chinese)) " target="_blank">
[9]	陈炳瑞，冯夏庭，曾雄辉，等. 深埋隧洞TBM掘进微震实时监测与特征分析[J]. 岩石力学与工程学报，2011，30(2)：275-283. (CHEN Bingrui，FENG Xiating，ZENG Xionghui，et al. Real-time microseismic monitoring and its characteristic analysis during TBM tunneling in deep-buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(2)：275-283.(in Chinese))
[11]	陈陆望. 物理模型试验技术研究及其在岩土工程中的应用[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2006.(CHEN Luwang. Study on physical model-test technology and application in geotechnical engineering[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2006.(in Chinese)) " target="_blank">
[13]	陈安敏，顾金才，沈俊. 岩土工程多功能模拟实验装置的研制及应用[J]. 岩石力学与工程学报，2004，23(3)：372-378.(CHEN Anmin，GU Jincai，SHEN Jun. Development and application of multifunctional apparatus for geotechnical engineering model tests[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(3)：372-378.(in Chinese))
[18]	杨淑清. 隧洞岩爆机制物理模型试验研究[J]. 武汉水利电力大学学报，1993，26(2)：160-166.(YANG Shuqing. An experimental study on rockburst mechanism around tunnels by physical simulation[J]. Journal of Wuhan University of Hydraulic and Electric Engineering，1993，26(2)：160-166.(in Chinese)) " target="_blank">
[22]	陈陆望，白世伟. 坚硬脆性岩体中圆形洞室岩爆破坏的平面应变模型试验研究[J].岩石力学与工程学报，2007，26(12)：2 504-2 509. (CHEN Luwang，BAI Shiwei. Research on plane strain model test of rockburst of circular cavern in hard brittle rockmass[J]. Chinese Journal of Rock Mechanics and Engineering[J]，2007，26(12)：2 504- 2 509.(in Chinese))
[30]	张强勇，李术才，郭小红. 铁晶砂胶结新型岩土相似材料的研制及其应用[J]. 岩土力学，2008，29(8)：2 126-2 130.(ZHANG Qiangyong，LI Shucai，Guo Xiaohong. Research and development of new typed cementitious geotechnical similitude material for iron crystal sand and its application[J]. Rock and Soil Mechanics，2008，39(8)：2 126- 2 130.(in Chinese))
[34]	周辉，孟凡震，张传庆，等. 基于应力应变曲线的岩石脆性特征定量评价方法[J]. 岩石力学与工程学报，2014，33(6)：1 114-1 122. (ZHOU Hui，MENG Fanzhen，ZHANG Chuanqing，et al. Quantitative evaluation methods of rock brittleness based on the stress strain curve[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(6)：1 114-1 122. (in Chinese)) " target="_blank">
[37]	房倩，张顶，王毅远，等. 圆形洞室围岩破坏模式模型试验研究[J]. 岩石力学与工程学报，2011，30(3)：564-571.(FANG Qian，ZHANG Dingli，WONG Louis Ngai Yuen，et al. Model test study of failure modes of surrounding rock for circular caverns[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(3)：564-571.(in Chinese))
[44]	任伟中，朱维申. CCD画像处理量测技术在模型试验中的应用[J]. 水文地质与工程地质，1997，6：56-60.(REN Weizhong，ZHU Weishen. Application of CCD image processing technique in model test[J]. Hydrogeology & Engineering Geology，1997，6：56-60.(in Chinese)) " target="_blank">
[7]	陈卫忠，吕森鹏，郭小红，等. 脆性岩石卸围压试验与岩爆机理研究[J]. 岩土工程学报，2010，32(6)：963-969.(CHEN Weizhong，LÜ Senpeng，GUO Xiaohong，et al. Unloading confining pressure for brittle rock and mechanism of rock burst[J]. Chinese Journal of Geotechnical Engineering，2010，32(6)：963-969.(in Chinese))
[5]	KAISER P K，CAI M. Design for rock support system under rockburst condition[J]. Journal of Rock Mechanics and Geotechnical Engineering. 2012，4 (3)：215-227. " target="_blank">
[3]	冯夏庭，陈炳瑞，明华军，等. 深埋隧洞岩爆孕育规律与机制：即时型岩爆[J]. 岩石力学与工程学报，2012，31(3)：433-444.(FENG Xiating，CHEN Bingrui，MING Huajun，et al. Evolution law and mechanism of rockbursts in deep tunnels：immediate rockburst[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(3)：275-288.(in Chinese))
[8]	王耀辉，陈莉雯，沈峰. 岩爆破坏过程能量释放的数值模拟[J]. 岩土力学，2008，29(3)：790-794.(WANG Yaohui，CHEN Liwen，SHEN Feng. Numerical modeling of energy release in rockburst[J]. Rock and Soil Mechanics，2008，29(3)：790-794.(in Chinese)) " target="_blank">
[10]	LI S J，FENG X T，LI Z H，et al. In situ monitoring of rockburst nucleation and evolution in the deeply buried tunnels of Jinping II hydropower station[J]. Engineering Geology，2012(137-138)：85-96. " target="_blank">
[12]	李天斌，王湘锋，孟陆波. 岩爆的相似材料物理模拟研究[J]. 岩石力学与工程学报，2011，30(增1)：2 610-2 616.(LI Tianbin，WANG Xiangfeng，MENG Lubo. Physical simulation study of similar material for rockburst[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.1)：2 610-2 616.(in Chinese))
[14]	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研究[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 on 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]	朱维申，李勇，张磊，等. 高地应力条件下洞群稳定性的地质力学模型试验研究[J]. 岩石力学与工程学报，2008，27(7)：1 308- 1 314.(ZHU Weishen，LI Yong，ZHANG Lei，et al. Geomechanical model test on stability of cavern group under high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(7)： 1 308-1 314.(in Chinese)) " target="_blank">
[20]	费鸿禄，徐小荷，唐春安. 岩爆的物理模拟及其机制的研究[J]. 中国矿业，2000，9(6)：35-37.(FEI Honglu，XU Xiaohe，TANG Chun?an. Study on rockburst by means of physical simulation[J]. China Mining Magazine，2000，9(6)：35-37.(in Chinese))
[24]	LU A H，MAO X B，LIU H S. Physical simulation of rock burst induced by stress waves[J]. Journal of China university of mining and technology，2008，18：401-405. " target="_blank">
[26]	BURGERT W，LIPPMAN M. Models of Translatory Rock Bursting in Coal[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1981，18：285-294. " target="_blank">
[28]	姜耀东，刘文岗，赵毅鑫. 一种新型真三轴巷道模型试验台的研制[J]. 岩石力学与工程学报，2004，23(21)：3 727-3 731.(JIANG Yaodong，LIU Wengang，ZHAO Yixin. Design and development of a new type of triaxial system for roadway model test[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(21)：3 727-3 731.(in Chinese)).
[32]	马芳平，李仲奎，罗光福. NIOS 模型材料及其在地质力学相似模型试验中的应用[J]. 水利发电学报，2004，23(1)：48-51.(MA Fangping，LI Zhongkui，LUO Guangfu. NIOS model material and its use in geo-mechanical similarity model test[J]. Journal of Hydroelectric Engineering，2004，23(1)：48-51.(in Chinese)) " target="_blank">
[38]	罗志虎，杨鹏飞. 锦屏二级水电站TBM施工中的岩爆问题分析及对策[J]. 岩土工程技术，2009，23(1)：52-55.(LUO Zhihu Yang Pengfei. Rockburst and Its Countermeasure of TBM Construction in Drainage Tunnel of a Hydropower station[J]. Geotechnical Engineering Technique，2009，23(1)：52-55.(in Chinese))
[41]	朱维申，张玉军，任伟中. 系统锚杆对三峡船闸高边坡岩体加固作用的块体相似模型试验研究.岩土力学[J]，1996，17(2)：1-6.(ZHU Weishem，ZHANG Yujun，REN Weizhong. Similar model block tests for reinforcing effects of systematic bolts on rock mass of high slope three gorges flight lock[J]. Rock and Soil Mechanics，1996，17(2)：1-6. (in Chinese))
[43]	郭文兵，李楠，王有凯. 软岩巷道围岩应力分布规律光弹性模拟实验研究[J]. 煤炭学报，2002，27(06)：596-600.(GUO Wenbing，LI Nan，WANG Youkai. The photoelastic experiment simulating study on the law of stress distribution of the surrounding rock of soft rock roadway[J]. Journal of China coal society，2002，27(6)：596-600.(in Chinese))
[45]	任伟中，寇新建，凌浩美. 数字化近景摄影测量在模型试验变形测量中的应用[J]. 岩石力学与工程学报，2004，23(3)：436-440.(REN Weizhong，KOU Xingjian，LING Haomei. Application of digital close-range photography in deformation measurement of model test[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(3)：436-440.(in Chinese))
[1]	郭雷，李夕兵，岩小明. 岩爆研究进展及发展趋势[J]. 采矿技术，2006，6(1)：16-20.(GUO Lei，LI Xibing，YAN Xiaoming. Research progress and development tendency of rockburst[J]. Mining Technology，2006，6(1)：16-20.(in Chinese))
[19]	潘一山，章梦涛，王来贵，等. 地下硐室岩爆的相似材料模拟试验研究[J]. 岩土工程学报，1997，19(4)：49-56.(PAN Yishan，ZHANG Mengtao，WANG Laigui，et al. Study on rockburst by equivalent material simulation tests[J]. Chinese Journal of Geotechnical Engineering，1997，19(4)：49-56.(in Chinese))
[25]	张晓君，郑怀昌. 岩爆倾向性巷(隧)道围岩破裂的试验研究[J]. 矿业研究与开发，2011，31(4)：29-33.(ZHANG Xiaojun，ZHENG Huaichang.Experimental Study on Fracture of Tunnels＇Surrounding Rock with Rockburst Proneness[J]. Mining research and development，2011，31(4)：29-33.(in Chinese)) " target="_blank">
[31]	张强勇，刘德军，贾超，等. 盐岩油气储库介质力学模型相似材料的研制[J]. 岩土力学，2009，30(12)：3 581-3 586.(ZHANG Qiangyong，LIU Dejun，JIA Chao，et al. Development of geomechanical model similitude material for salt rock oil-gas storage medium[J]. Rock and Soil Mechanics，2009，30(12)：3 581-3 586.(in Chinese)) " target="_blank">
[35]	ZHANG C Q，FENG X T，ZHOU H，et al. Case histories of four extremely intense rockbursts in deep tunnels[J]. Rock mechanics and rock engineering，2012，45(3)：275-288.
[15]	张强勇，陈旭光，林波. 深部巷道围岩分区破裂三维地质力学模型试验研究[J]. 岩石力学与工程学报，2009，29(8)：1 757-1 766. (ZHANG Qiangyong，CHEN Xuguang，LIN Bo. Study of 3d geomechanical model test of zonal disintegration of surrounding rock of deep tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2009，29(8)：1 757-1 766.(in Chinese))
[17]	李仲奎，卢达溶，中山元，等. 三维模型试验新技术及其在大型地下洞群研究中的应用[J]. 岩石力学与工程学报，2003，22(9)：1 430-1 436.(LI Zhongkui，LU Darong，NAKAYAMA H，et al. Development and application of new technology for 3D geomechanical model test of large underground powerhouses[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(9)：1 430-1 436.(in Chinese))
[21]	许迎年，徐文胜，王元汉，等. 岩爆模拟试验及岩爆机理研究[J]. 岩石力学与工程学报，2002，21(10)：1 462-1 466.(XU Yingnian，XU Wensheng，WANG Yuanhan，et al. Simulation testing and mechanism studies on rockburst[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(10)：1 462-1 466.(in Chinese))
[23]	陈陆望，白世伟，殷晓曦，等. 坚硬岩体中马蹄形洞室岩爆破坏平面应变模型试验[J]. 岩土工程学报，2008(30)：1 520-1 525. (CHEN Luwang，BAI Shiwei，YIN Xiaoxi，et al. Plane-strain model tests on rock-burst of horseshoe section caverns in hard and brittle rockmass[J]. Chinese Journal of Geotechnical Engineering，2008(30)：1 520-1 525.(in Chinese)) " target="_blank">
[27]	陈智强，张永兴，周检英. 基于数字散斑技术的深埋隧道围岩岩爆倾向相似材料试验研究[J]. 岩石力学与工程学报，2011，32(增1)：141-148.(CHEN Zhiqiang，ZHANG Yongxing，ZHOU Jianying. Experimental study of deep tunnel surrounding rock rockburst proneness with similarity material simulating method based on digital speckle correlation technique[J]. Chinese Journal of Rock Mechanics and Engineering，2011，32(s1)：141-148.(in Chinese))
[29]	朱维申，张乾兵，李勇，等. 真三轴荷载条件下大型地质力学模型试验系统的研制及其应用[J]. 岩石力学与工程学报，2010，29(1)：1-7.(ZHU Weishen，ZHANG Qianbing，LI Yong，et al. Development of large-scale geomechanical model test system under true triaxial loading and its applications[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(1)：1-7.(in Chinese))
[33]	陈陆望，白世伟. 脆性岩体岩爆倾向性相似材料概化配比试验研究[J]. 岩土力学，2006，27(增)：1 054-1 058.(CHEN Luwang，BAI Shiwei. Proportioning test study on similar material generalization of rockburst tendency of brittle rock-mass[J]. Rock and Soil Mechanics，2006，27(Supp.)：1 054-1 058.(in Chinese)) " target="_blank">
[36]	杜应吉. 地质力学模型试验的研究现状与发展趋势[J]. 西北水资源与水工程，1996，7(2)：64-67.(DU Yingji. Research status and development trend of geomechanics model test[J]. Northwest Water Resources and Water Engineering，1996，7(2)：64-67.(in Chinese))
[39]	顾金才，沈俊，陈安敏，等. 锚固洞室受力反应特征物理模型试验研究[J]. 岩石力学与工程学报，1999，18(增)：1 113-1 117.(GU Jincai，SHEN Jun，CHEN Anmin，et al. Physical model tests research on force response characteristics of underground openings reinforced by anchor cables[J]. Chinese Journal of Rock Mechanics and Engineering，1999，18(Supp.)：1 113-1 117.(in Chinese))
[40]	任伟中，朱维申，张玉军，等. 开挖条件下节理围岩特性及其锚固效应模型试验研究[J]. 实验力学，1997，12(4)：513-519.(REN Weizhong，ZHU Weishen，ZHANG Yujun，et al. Research on failure behaviour and anchoring effect of jointed rockmasses around an underground opening under excavation by model testing [J]. Journal of Experimental Mechanics，1997，12(4)：513-519.(in Chinese))
[42]	ZHU W S，ZHANG Q B，ZHU H H，et al. Large-scale geomechanical model test study of an underground cavern group under true three-dimensional stress state[J]. Canadian Geotechnical Journal，2010，47(9)，935-946. " target="_blank">