高应力下大型硬岩地下洞室群稳定性设计优化的裂化–抑制法及其应用

doi:10.13722/j.cnki.jrme.2018.1147

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Abstract The stability of surrounding hard rock in large underground caverns always challenges its design and excavation under high geostress condition. A new cracking-restraint design method for caverns? stability optimization was proposed based on the summarization and practice of many underground caverns under high geostress condition. This method points out that the inner cracking of hard rock is the root factor for rock?s large deformation and failure. Taking the testing of rock mass break，excavation optimization for reducing the cracking scale and supporting reinforcement for restraining the cracking development as three basic factors and considering the way of restraining cracking of hard rock as the key issue ideology，optimization operations were synthetically carries out. A technical system for reducing or avoiding cracking scale，depth and degree of hard rock was proposed through improving the global excavation scheme. It is pointed out that，for the purpose of safety，efficiency and economy，rational selections of supporting parameters for rock bolts or cables and supporting time for surrounding rock help to restrain cracking of surrounding rock and to strengthen the integrality and the resistance of cracking surrounding rock，and make surrounding rock as a bearing structure for fully mobilizing its own bearing capacity to reinforce or build a load-bearing arch of surrounding rock. Applications in Laxiwa hydraulic station，Baihetan hydraulic station and Chinese Jinping deep laboratory indicate that the developed method is reasonable and useful.

Key words： rock mechanics high geostress underground cavern cracking-restraint method design optimization stability analysis

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	Articles by authors
	JIANG Quan1
	FENG Xiating1
	2
	LI Shaojun1
	SU Guoshao1
	3
	XIAO Yaxun1

Cite this article:

JIANG Quan1,FENG Xiating1,2, et al. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application[J]. , 2019, 38(6): 1081-1101.

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http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2018.1147 OR http://www.rockmech.org/EN/Y2019/V38/I6/1081

[29]	中华人民共和国国家标准编写组. GB50086—2001锚杆喷射混凝土支护技术规范[S] 北京：中国计划出版社，2011.(The National Standards Compilation Group of People?s Republic of China. GB50086—2001 Specifications for bolt-shotcrete support[S]. Beijing：China Planning Press，2011.(in Chinese))
[31]	冯夏庭，张传庆，李邵军，等. 深埋硬岩隧洞动态设计方法[M]. 北京：科学出版社，2013：210-240.(FENG Xiating，ZHANG Chuanqing，LI Shaojun，et al. Dynamic design method for deep tunnels in hard rock[M]. Beijing：Chinese Science Press，2013：210-240.(in Chinese))
[33]	江权，樊义林，冯夏庭，等. 高应力下硬岩卸荷破裂：白鹤滩水电站地下厂房玄武岩开裂观测实例分析[J]. 岩石力学与工程学报，2017，36(5)：1 076-1 087.(JIANG Quan，FAN Yilin，FENG Xiating，et al. Unloading break of hard rock under high geo-stress condition：inner cracking observation for the basalt in the Baihetan?s underground powerhouse[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(5)：1 076-1 087.(in Chinese))
[39]	刘允芳，龚壁新，钟作武，等. 枸皮滩水利枢纽地下厂房区地应力场分析[J]. 长江科学院院报，1992，9(4)：60-67.(LIU Yufang，GONG Bixin，ZHONG Zuowu，et al. Analysis of geostress field of underground plant area of Goupitan project on Wujiang River[J]. Journal of Yangtze River Scientific Research Institute，1992，9(4)：60-67.(in Chinese))
[41]	付成华，汪卫明，陈胜宏. 溪洛渡水电站坝区初始地应力场反演分析研究[J]. 岩石力学与工程学报，2006，25(11)：2 305-2 312.(FU Chenghua，WANG Weiming，CHEN Shenghong. Back analysis study on initial geostress field of dam site for Xiluodu hydropower project[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(11)：2 305-2 312.(in Chinese))
[43]	马洪琪. 大型水电工程建设技术[M]. 北京：中国电力出版社，2011：44-50.(MA Hongqi. Construction technology of large hydropower project[M]. Beijing：China Electric Power Press，2011：44-50.(in Chinese))
[46]	MARTIN C D，CHANDLER N A. The progressive fracture of Lac duBonnet granite[J]. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts，1994，31(6)：643-659.
[49]	邵信光，杨慧中，陈刚. 基于粒子群优化算法的支持向量机参数选择及其应用[J]. 控制理论与应用，2006，23(5)：740-744.(SHAO Xinguang，YANG Huizhong，CHEN Gang. Parameters selection and application of support vector machines based on particle swarm optimization algorithm[J]. Control Theory and Applications，2006，23(5)：740-744.(in Chinese))
[51]	陈文华，马鹏，彭书生，等. 金沙江白鹤滩水电站工程地应力测试研究分析专题报告[R]. 杭州：杭州华东工程检测技术有限公司，2009.(CHEN Wenhua，MA Peng，PENG Shusheng，et al. In-situ stress test research analysis special report of Baihetan hydropower station located on Jinsha river[R]. Hangzhou：Hangzhou Huadong Engineering Testing Technology Corporation Limited，2009.(in Chinese))
[53]	冯夏庭，江权，刘国峰，等. 左岸厂房第VII层和右岸厂房第V层开挖后洞群稳定性评价与后续开挖围岩力学行为预测分析[R]. 武汉：中国科学院武汉岩土力学研究所，2017.(FENG Xiating，JIANG Quan，LIU Guofeng，et al. Stability evaluation of Cavern Group after excavation of the left bank workshop VII-floor and the right bank workshop V-floor，and prediction and analysis of mechanical behavior of surrounding rock in subsequent excavation[R]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2017.(in Chinese))
[37]	FENG X T，KONG•R，ZHANG X W，et al. Experimental study of failure differences in hard rock under true triaxial compression[J]. Rock Mechanics and Rock Engineering，2019，Doi：org/10.1007/s00603-018-1700-1.
[47]	FENG X T，HUDSON J A. Rock engineering and design[M]. Leiden：CRC Pres/Balkema，2011：4-10.
[34]	FENG X T，GUO H S，YANG C X，et al. In situ observation and evaluation of zonal disintegration affected by existing fractures in deep hard rock tunneling[J]. Engineering Geology，2018，242(14)：1-11.
[44]	苏国韶，冯夏庭，江权，等. 高地应力下大型地下洞室群开挖顺序与支护参数组合优化的智能方法[J]. 岩石力学与工程学报，2007，26(增1)：2 800-2 808.(SU Guoshao，FENG Xiating，JIANG Quan，et al. Intelligent method of combinatorial optimization of excavation sequence and support parameters for large underground caverns under condition of high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.1)：2 800-2 808.(in Chinese))
[54]	张春生，陈祥荣，王岩，等. 锦屏地下实验室招标设计报告[R]. 杭州：中国电建集团华东勘测设计研究院，2014.(ZHANG Chunsheng，CHEN Xiangrong，WANG Yan，et al. Tender design report of Jinping Underground laboratory[R] Hangzhou：PowerChina Huadong Engineering Corporation Limited，2014.(in Chinese))
[35]	徐光黎，董家兴，李志鹏，等. 声波测试法在判别地下厂房EDZ中的应用[J]. 地球科学，2014，39(11)：1 699-1 706.(XU Guangli，DONG Jiaxing，LI Zhipeng，et al. EDZ assessment for underground cavern by acoustic wave method[J]. Earth Science，2014，39(11)： 1 699-1 706.(in Chinese))
[45]	陈宗基，康文法，黄杰藩. 岩石的封闭应力、蠕变和扩容及本构方程[J]. 岩石力学与工程学报，1991，10(4)：299-312.(TAN Tjangkie，KANG Wenfa，HUANG Jiefan. On the locked in stress，creep and dilatation of rocks，and the constitutive equations[J]. Chinese Journal of Rock Mechanics and Engineering，1991，10(4)：299-312.(in Chinese))
[55]	钟山，江权，冯夏庭，等. 锦屏深部地下实验室初始地应力测量实践[J]. 岩土力学，2018，39(1)：356-366.(ZHONG Shan，JIANG Quan，FENG Xiating，et al. A case of in-situ stress measurement in Chinese Jinping underground laboratory[J]. Rock and Soil Mechanics，2018，39(1)：356-366.(in Chinese))
[32]	FENG X T，HAO X J，JIANG Q，et al. Rock cracking indices for improved tunnel support design：a case study for columnar jointed rock masses[J]. Rock Mechanics and Rock Engineering，2016，49(6)：2 115-2 130.
[42]	江权，冯夏庭，向天兵，等. 大型洞室群稳定性分析与智能动态优化设计的数值仿真研究[J]. 岩石力学与工程学报，2011，33(3)：524-539.(JIANG Quan，FENG Xiating，XIANG Tianbing，et al. Numerical simulation method for stability analysis and intelligent and dynamic optimization design of large cavern group[J]. Chinese Journal of Rock Mechanics and Engineering，2011，33(3)：524-539.(in Chinese))
[52]	JIANG Q，FENG X T，CHEN J，et al. Estimating in-situ rock stress from spalling veins：A case study[J]. Engineering Geology，2013，152(1)：38-47.
[1]	中华人民共和国国务院. 国家中长期科学和技术发展规划纲要[M]. 北京：新华通讯社，2006：7-12.(State Council of the People?s Republic of China. Outline of the national medium and long term science and technology development program[M]. Beijing：Xinhua News Agency，2006：7-12.(in Chinese))
[3]	钱七虎. 地下工程建设安全面临的挑战与对策[J]. 岩石力学与工程学报，2012，31(10)：1 945-1 956.(QIAN Qihu. Challenges faced by underground projects construction safety and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(10)：1 945-1 956.(in Chinese))
[6]	HANDY R L. The arch in soil arching[J]. Journal of Geotechnical Engineering，1985，111(3)：302-317.
[8]	蔺港，孔令刚，詹良通，等. 基于太沙基土拱效应考虑基质吸力影响的松动土压力计算模型[J]. 岩土力学，2015，36(7)：2 095-2 104. (LIN Gang，KONG Linggang，ZHAN Liangtong，et al. An analytical model for loosening earth pressure considering matric suction based on Terzaghi soil arch effect[J]. Rock and Soil Mechanics，2015，36(7)：2 095-2 104.(in Chinese))
[10]	王尚志. 采用矿山法修建公路隧道[J]. 公路，1992，(3)：34-38. (WANG Shangzhi. Building highway tunnels by mining method[J]. Highway，1992，(3)：34-38.(in Chinese))
[11]	刘良国. 铁路隧道新奥法的应用推广[J]. 铁路工程学报，1987，(2)：123-130.(LIU Liangguo. Application and extension of the new Austrian tunneling method for railway tunnels[J]. Journal of Railway Engineering Society，1987，(2)：123-130.(in Chinese))
[13]	朱合华. 地下建筑结构[M]. 北京：中国建筑工业出版社，2005：88-91.(ZHU Hehua. Underground structures[M]. Beijing：China Architecture and Building Press，2005：88-91.(in Chinese))
[16]	徐则民，黄润秋，范柱国，等. 长大隧道岩爆灾害研究进展[J]. 自然灾害学报，2004，13(2)：16-24.(XU Zeming，HUANG Runqiu，FAN Zhuguo，et al. Progress in research on rock burst hazard of long tunnel with large section[J]. Journal of Natural Disasters，2004，13(2)：16-24.(in Chinese))
[18]	黄润秋，黄达，段绍辉，等. 锦屏I级水电站地下厂房施工期围岩变形开裂特征及地质力学机制研究[J]. 岩石力学与工程学报，2011，30(1)：23-35.(HUANG Runqiu，HUANG Da，DUAN Shaohui，et al. Geomechanics mechanism and characteristics of surrounding rock mass deformation failure in construction phase for underground powerhouse of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(1)：23-35.(in Chinese))
[20]	戴峰，李彪，徐奴文，等. 猴子岩水电站深埋地下厂房开挖损伤区特征分析[J]. 岩石力学与工程学报，2015，34(4)：735-744.(DAI Feng，LI Biao，XU Nuwen，et al. Characteristics of damaged zones due to excavation in deep underground powerhouse at Houziyan hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(4)：735-744.(in Chinese))
[21]	冯夏庭，吴世勇，李邵军，等. 中国锦屏地下实验室二期工程安全原位综合监测与分析[J]. 岩石力学与工程学报，2016，35(4)：649-657.(FENG Xiating，WU Shiyong，LI Shaojun，et al. Comprehensive field monitoring of deep tunnels at Jinping underground laboratory (CJPL-II) in China[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(4)：649-657.(in Chinese))
[23]	顾金才，范俊奇，孔福利，等. 抛掷型岩爆机制与模拟试验技术[J]. 岩石力学与工程学报，2014，33(6)：1 081-1 089.(GU Jincai，FAN Junqi，KONG Fuli，et al. Mechanism of ejective rockburst and model testing technology[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(6)：1 081-1 089.(in Chinese))
[26]	冯夏庭，肖亚勋，丰光亮. 川藏铁路巴玉隧道岩爆监测、预警与风险控制研究[R]. 武汉：中国科学院武汉岩土力学研究所，2018. (FENG Xiating，XIAO Yaxun，FENG Guangliang. Research on monitoring，early warning and risk control of rock burst in Ba-Yu tunnel of Sichuan—Tibet railway[R]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2018.(in Chinese))
[36]	王川婴，LAWK T. 钻孔摄像技术的发展与现状[J]. 岩石力学与工程学报，2005，24(19)：3 440-3 408.(WANG Chuanying，LAWK T. Review of borehole camera technology[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(19)：3 440-3 408.(in Chinese))
[2]	谢和平. “深部岩体力学与开采理论”研究构想与预期成果展望[J]. 工程科学与技术，2017，49(2)：1-16.(XIE Heping. Research framework and anticipated results of deep rock mechanics and mining theory[J]. Advanced Engineering Sciences，2017，49(2)：1-16.(in Chinese))
[4]	TERZAGHI K. Stress distribution in dry and in saturated sand above a yielding trap-door[C]// Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering. Cambridge，Massachusetts，1936：307-311.
[5]	TERZAGHI K. Theoretical soil mechanics[M]. New York：John Wiley and Sons，Inc.，1943：56-80.
[7]	黎春林. 盾构隧道施工松动土压力计算方法研究[J]. 岩土工程学报，2014，36(9)：1 714-1 720.(LI Chunlin. Method for calculating loosening earth pressure during construction of shield tunnels[J]. Chinese Journal of Geotechnical Engineering，2014，36(9)：1 714-1 720.(in Chinese)).
[9]	关宝树. 隧道土压力的计算方法[J]. 土木工程学报，1965，(2)：52-55.(GUAN Baoshu. Calculation method of tunnel soil pressure[J]. China Civil Engineering Journal，1965，(2)：52-55.(in Chinese))
[12]	孙钧，候学渊. 地下结构[M]. 北京：科学出版社，1987：21-30.(SUN Jun，HOU Xueyuan. Underground structure[M]. Beijing：Science Press，1987：21-30.(in Chinese))
[14]	中华人民共和国国家标准编写组. GB 50086—2015岩土锚杆与喷射混凝土支护工程技术规范[S]. 北京：中国计划出版社，2015.(The National Standards Compilation Group of People?s Republic of China. GB 50086—2015 Technical code for engineering of ground anchorages and shotcrete support[S]. Beijing：China Planning Press，2015.(in Chinese))
[15]	唐礼忠，潘长良，谢学斌，等. 冬瓜山铜矿深井开采岩爆危险区分析与预测[J]. 中南工业大学学报，2002，33(4)：335-338.(TANG Lizhong，PAN Changliang，XIE Xuebin，et al. Analysis and prediction of rock burst dangerous areas in Dongguashan Copper Mine under deep well mining[J]. Journal of Central South University of Technology，2002，33(4)：335-338.(in Chinese))
[17]	何满潮，谢和平，彭苏萍，等. 深部开采岩体力学研究[J]. 岩石力学与工程学报，2005，24(16)：2 803-2 813.(HE Manchao，XIE Heping，PENG Suping，et al. Study on rock mechanics in deep mining engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 803-2 813.(in Chinese))
[19]	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)：433-444.(in Chinese))
[22]	姜耀东，潘一山，姜福兴，等. 我国煤炭开采中的冲击地压机理和防治[J]. 煤炭学报，2014，39(2)：205-213.(JIANG Yaodong，PAN Yishan，JIANG Fuxing，et al. State of the art review on mechanism and prevention of coal bumps in China[J]. Journal of China Coal Society，2014，39(2)：205-213.(in Chinese))
[24]	钱七虎，李树忱. 深部岩体工程围岩分区破裂化现象研究综述[J]. 岩石力学与工程学报，2008，27(6)：1 278-1 284.(QIAN Qihu，LI Shuchen. A review of research of zonal disintegration phenomenon in deep rock mass engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(6)：1 278-1 284.(in Chinese))
[25]	魏进兵，邓建辉，王俤剀，等. 锦屏一级水电站地下厂房围岩变形与破坏特征分析[J]. 岩石力学与工程学报，2010，29(6)：1 198-1 205. (WEI Jingbing，DENG Jianhui，WANG Dikai，et al. Characterization of deformation and fracture for rock mass in underground powerhouse of Jinping hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(6)：1 198-1 205.(in Chinese))
[27]	蔡美峰，王金安，王双红. 玲珑金矿深部开采岩体能量分析与岩爆综合预测[J]. 岩石力学与工程学报，2001，20(1)：38-42.(CAI Meifeng，WANG Jin?an，WANG Shuanghong. Analysis of energy distribution and prediction of rock burst during deep mining excavation in Linglong gold mine[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(1)：38-42.(in Chinese))
[28]	张涛，胡静云，林峰，等. 金属矿千米深井高应力特性岩爆发生规律与防治措施研究[J]. 采矿技术，14(7)：28-34.(ZHANG Tao，HU Jingyun，LIN Feng，et al. Study on occurrence regularity and control measures of rock burst with high stress characteristics in metal mine kilometer deep well[J]. Mining Technology，14(7)：28-34.(in Chinese))
[30]	冯夏庭，江权，苏国韶. 高应力下硬岩地下工程的稳定性智能分析与动态优化[J]. 岩石力学与工程学报，2008，28(7)：1 341-1 352. (FENG Xiating，JIANG Quan，SU Guoshao. Integrated intelligent stability analysis and dynamic optimization of underground engineering in hard rock with high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2008，28(7)：1 341-1 352.(in Chinese))
[38]	蔡美峰. 地应力测量原理和方法的评述[J]. 岩石力学与工程学报，1993，22(3)：275-283.(CAI Meifeng. Review on the principle and method of in-situ stress measurement[J]. Chinese Journal of Rock Mechanics and Engineering，1993，22(3)：275-283.(in Chinese))
[40]	江权，冯夏庭，陈建林，等. 锦屏二级水电站厂址区域三维地应力场非线性反演[J]. 岩土力学，2008，29(11)：3 003-3 010.(JIANG Quan，FENG Xiating，CHEN Jianlin，et al. Nonlinear inversion of 3D initial geostress field in Jinping II hydropower station region[J]. Rock and Soil Mechanics，2008，29(11)：3 003-3 010.(in Chinese))
[48]	江权，冯夏庭，陈国庆. 考虑高地应力下围岩劣化的硬岩本构模型研究[J]. 岩石力学与工程学报，2008，27(1)：144-152.(JIANG Quan，FENG Xiating，CHEN Guoqing. Study on constitutive model of hard rock considering surrounding rock deterioration under high geostresses[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(1)：144-152.(in Chinese))
[50]	中国电建华东勘测设计研究院. 金沙江白鹤滩水电站地下厂房顶拱一层及后续边墙开挖支护咨询材料[R]. 杭州：中国电建集团华东勘测设计研究院，2013.(PowerChina Huadong Engineering Corporation Limited. Consulting report on excavation and supporting for the roof in first-layer and subsequent sidewall of underground power house cavern in Baihetan hydropower station located on Jinsha river[R]. Hangzhou：Power China Huadong Engineering Corporation Limited，2013.(in Chinese))