常规条件下巷道支护设计的原理与方法研究

doi:10.13722/j.cnki.jrme.2021.0250

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (1323 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract At present，the total footage of roadway excavation exceeds 12 000 km/a，but the roadway support design is basically carried out by using the engineering analogy method. On the basis of summarizing the existing roadway support design theories and methods，the roadway support design principles and design methods are proposed starting with the basic characteristics of roadway support design and the mechanics principles of roadway excavation，as：(1) The influence factors such as the magnitude of in-situ stresses，the geomechanical parameters and indexes of the surrounding rock，the strength of the surrounding rock and the classification of the surrounding rock should be taken into consideration comprehensively，and their values should be determined accurately. (2) The basic features of roadway support design and the mechanical effects of roadway excavation under different surrounding rock geological conditions should be analyzed correctly. (3) The interaction mechanism between the surrounding rock and the support of the roadways with different surrounding rock types should be understood and analyzed correctly. (4) Accurate calculations of the pressure and deformation of the surrounding rock are necessory in accordance with the interaction mechanism between the surrounding rock and the support. In order to accurately understand the principle of interaction between the surrounding rock and the support，this paper briefly gives an analytical method for the whole process of the interaction between the surrounding rock and the support in the elasto-plastic deformation stage. The content，principle，method and process of roadway support design proposed in this paper can provide theoretical basis for the preparation of roadway support design specifications.

Key words： mining engineering mine roadway design principle design method design process

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	HOU Gongyu1
	2
	LIANG Jinping3
	LI Xiaorui4

Cite this article:

HOU Gongyu1,2,LIANG Jinping3, et al. Research on principles and methods of roadway support design under conventional conditions[J]. , 2022, 41(4): 691-711.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2021.0250 OR https://rockmech.whrsm.ac.cn/EN/Y2022/V41/I4/691

[1] 康红普，王国法，姜鹏飞，等. 煤矿千米深井围岩控制及智能开采技术构想[J]. 煤炭学报，2018，43(7)：1 789–1 800.(KANG Hongpu，WANG Guofa，JIANG Pengfei，et al. Conception for strata control and intelligent mining technology in deep coal mines with depth more than 1 000 m[J]. Journal of China Coal Society，2018，43(7)：1 789–1 800. (in Chinese))
[2] 康红普，王金华，林健. 煤矿巷道支护技术的研究与应用[J]. 煤炭学报，2010，35(11)：1 809–1 814.(KANG Hongpu，WANG Jinhua，LIN Jian. Study and applications of roadway support techniques for coal mines[J]. Journal of China Coal Society，2010，35(11)：1 809–1 814.(in Chinese))
[3] 黄炳香，张农，靖洪文，等. 深井采动巷道围岩流变和结构失稳大变形理论[J]. 煤炭学报，2020，45(3)：911–926.(HUANG Bingxiang，ZHANG Nong，JING Hongwen，et al. Large deformation theory of rheology and structural instability of the surrounding rock in deep mining roadway[J]. Journal of China Coal Society，2020，45(3)：911–926.(in Chinese))
[4] 康红普，姜鹏飞，黄炳香，等. 煤矿千米深井巷道围岩支护–改性–卸压协同控制技术[J]. 煤炭学报，2020，45(3)：845–864. (KANG Hongpu，JIANG Pengfei，HUANG Bingxiang，et al. Roadway strata control technology by means of bolting-modification destressing in synergy in 1 000 m deep coal mines[J]. Journal of China Coal Society，2020，45(3)：845–864.(in Chinese))
[5] 康红普. 我国煤矿巷道围岩控制技术发展70年及展望[J]. 岩石力学与工程学报，2021，40(1)：1–30.(KANG Hongpu. Seventy years development and prospects of strata control technologies for coal mine roadwaysin China[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(1)：1–30.(in Chinese))
[6] 何满潮，孙晓明. 中国煤矿软岩巷道工程支护设计与施工指南[M]. 北京：科学出版社，2004：1–55.(HE Manchao，SUN Xiaoming. Guide for supporting design and construction of soft rock roadway engineering in coal mines of China[M]. Beijing：Science Press，2004：1–55.(in Chinese))
[7] 单仁亮，彭杨皓，孔祥松，等. 国内外煤巷支护技术研究进展[J]. 岩石力学与工程学报. 2019，38(12)：2 377–2 403.(SHAN Renliang，PENG Yanghao，KONG Xiangsong，et al. Research progress of coal roadway support technology at home and abroad[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(12)：2 377–2 403.(in Chinese))
[8] WANG C. The optimal support intensity for coal mine roadway tunnels in soft rocks[J]. International Journal of Rock Mechanics and Mining Sciences，2000，37(7)：1 155–1 160.
[9] 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))
[10] RABCEWICZ L V，GOLSER J. Principles of dimensioning the supporting system for the“New Austrian Tunnelling Method”[J]. Water Power，1973，25(3)：88–93.
[11] BARTON N，GRIMSTAD E，AAS G，et al. Norwegian Method of Tunnelling[J]. World Tunnelling，1992，5(5)：231–235.
[12] 康红普，王金华，林健. 高预应力强力支护系统及其在深部巷道中的应用[J]. 煤炭学报，2007，32(12)：1 233–1 238.(KANG Hongpu，WANG Jinhua，LIN Jian. High pretensioned stress and intensive bolting system and its application in deep roadways[J]. China Coal Society，2007，32(12)：1 233–1 238.(in Chinese))
[13] 汪波，喻炜，刘锦超. 交通/水工隧道中基于预应力锚固系统的及时主动支护理念及其技术实现[J]. 中国公路学报，2020，33(12)：118–129.(WANG Bo，YU Wei，LIU Jinchao. Timely-active support theory and its application in transportation/hydraulic tunnels based on pre-stressed anchorage system[J]. China Journal of Highway and Transport，2020，33(12)：118–129.(in Chinese))
[14] YANG X，SUN Y，WANG E，et al. Study and application of gob-side entry retaining formed by roof cutting and pressure relief in medium- thickness coal seam with hard roof[J]. Geotechnical and Geological Engineering，2020，38：3 709–3 723.
[15] YE Q，JIA Z Z，ZHEN C. Study on hydraulic-controlled blasting technology for pressure relief and permeability improvement in a deep hole[J]. Journal of Petroleum Science and Engineering，2017，159：433–442.
[16] 王爱文，高乾书，潘一山，等. 预制钻孔煤样冲击倾向性及能量耗散规律研究[J]. 煤炭学报，2021，46(3)：959–972.(WANG Aiwen，GAO Qianshu，PAN Yishan，et al. Study on bursting liability and energy dissipation laws of prefabricated borehole coal samples[J]. Journal of China Coal Society，2021，46(3)：959–972.(in Chinese))
[17] 周海龙. 单元型巷道超前液压支架的研制[J]. 煤矿机械，2020，41(11)：54–55.(ZHOU Hailong. Development of unit type advanced hydraulic support for roadway[J]. Coal Mine Machinery，2020，41(11)：54–55.(in Chinese))
[18] LIU K Q，LI S C，DING W T. Pre-supporting mechanism and supporting scheme design for advanced small pipes in the silty clay layer[J]. Tunnelling and Underground Space Technology，2020，98：103259.
[19] 刘波涛，李飞，姚喆，等. 实体煤回采巷道超前主动支护技术研究[J]. 煤炭技术，2020，39(4)：71–73.(LIU Botao，LI Fei，YAO Zhe，et al. Research on advanced active support technology of solid coal mining roadway[J]. Coal Technology，2020，39(4)：71–73.(in Chinese))
[20] 杨永靖，刘佳，陈彪，等. 浅谈超前管棚注浆支护技术在复杂断层带隧道的应用[J]. 科学技术创新，2020，(18)：133–134. (YANG Yongjing，LIU Jia，CHEN Biao，et al. A brief discussion on the application of advanced pipe shed grouting support technology in complex fault zone tunnel[J]. Scientific and Technological Innovation，2020，(18)：133–134.(in Chinese))
[21] 邵永平. 细砂层铁路隧道水平旋喷桩超前预支护施工技术[J]. 铁道建筑技术，2019，(11)：105–108.(SHAO Yongping. Construction technology of advances pre-supporting of horizontal jet grouping pile in fine sand layer railway tunnel[J]. Railway Construction Technology，2019，(11)：105–108.(in Chinese))
[22] 刘刚，肖勇卓，朱俊福，等. 围岩松动圈理论计算方法的评述与展望[J]. 煤炭学报，2021，46(1)：46–56.(LIU Gang，XIAO Yongzhuo，ZHU Junfu，et al. Overview on theoretical calculation method of broken rock zone[J]. Journal of China Coal Society，2021，46(1)：46–56.(in Chinese))
[23] 何满潮. 中国煤矿软岩巷道支护理论与实践[M]. 徐州：中国矿业大学出版社，1996：20–34.(HE Manchao. Theory and Practice of China Coal Mine Soft Rock Laneway[M]. Xuzhou：China Mining University Press，1996：20–34.(in Chinese))
[24] 赵文. 岩石力学[M]. 长沙：中南大学出版社，2010：224–226.(ZHAO Wen. Rock mechanics[M]. Changsha：Central South University Press，2010：224–226.(in Chinese))
[25] 康红普，王金华. 煤巷锚杆支护理论与成套技术[M]. 北京：煤炭工业出版社，2008：72–77.(KANG Hongpu，WANG Jinhua. Bolt support theory and complete set technology of coal roadway[M]. Beijing：China Coal Industry Publishing House，2008：72–77.(in Chinese))
[26] 康红普. 煤巷锚杆支护动态信息设计法及其应用[J]. 采矿与岩层控制工程学报，2002，48(1)：5–8.(KANG Hongpu. Dynamic and informational rock bolting design method for coal roadway and its application[J]. Journal of Mining and Strata Control Engineering，2002，48(1)：5–8.(in Chinese))
[27] 杨振茂. 以地应力为基础的锚杆支护设计方法[J]. 岩石力学与工程学报，2003，22(2)：270–275.(YANG Zhenmao. Design method of bolt support for coal seam roadway compress[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(2)：270–275.(in Chinese))
[28] 郭志宏，董方庭. 围岩松动圈与巷道支护[J]. 采矿与安全工程学报，1995，(增1)：111–114.(GUO Zhihong，DONG Fangting. Loose zone of surrounding rock and roadway support[J]. Journal of Mining and Safety Engineering，1995，(Supp.1)：111–114.(in Chinese))
[29] 朱训国，杨庆. 全长注浆岩石锚杆中性点影响因素分析研究[J]. 岩土力学，2009，30(11)：3 386–3 392.(ZHUN Xunguo，YANG Qing. Analyzing and studying factors for determining neutral point position of fully grouted rock bolt[J]. Rock and Soil Mechanics，2009，30(11)：3 386–3 392.(in Chinese))
[30] 侯公羽. 锚拉支架支护机制及应用研究[博士学位论文][D]. 北京：中国矿业大学，1997.(HOU Gongyu. Study on supporting mechanism and application of truss-bolt[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology，1997. (in Chinese))
[31] 张春明. 锚拉支架支护散体顶板的机制研究[博士学位论文][D]. 北京：中国矿业大学，2000.(ZHANG Chunming. Study on supporting mechanism of truss-bolt supporting loose roof[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology，2000.(in Chinese))
[32] 张春明，李先炜. 锚拉支架支护散体顶板的两个拱研究[J]. 岩石力学与工程学报，2003，22(1)：65–69.(ZHANG Chunming，LI Xianwei. Research on two arches of truss supporting loose roof[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(1)：65–69.(in Chinese))
[33] 侯公羽. 岩石力学高级教程[M]. 北京：科学出版社，2018：631–646.(HOU Gongyu. Advanced course of rock mechanics[M]. Beijing：Science Press，2018：631–646.(in Chinese))
[34] 康红普，伊丙鼎，高富强，等. 中国煤矿井下地应力数据库及地应力分布规律[J]. 煤炭学报，2019，44(1)：23–33.(KANG Hongpu，YI Bingding，GAO Fuqiang，et al. Database and characteristics of underground in-situ stress distribution in Chinese coal mines[J]. Journal of China Coal Society，2019，44(1)：23–33.(in Chinese))
[35] 肖同强，支光辉，张治高. 深部构造区域地应力分布与巷道稳定关系研究[J]. 采矿与安全工程学报，2013，30(5)：659–664.(XIAO Tongqiang，ZHI Guanghui，ZHANG Zhigao. Relationship between ground stress distribution and roadway stability in deep tectonic region[J]. Journal of Mining and Safety Engineering，2013，30(5)：659–664.(in Chinese))
[36] 康红普. 煤岩体地质力学原位测试及在围岩控制中的应用[M]. 北京：科学出版社，2013：1–15.(KANG Hongpu. In-situ test of coal and rock mass geomechanics and its application in surrounding rock control[M]. Beijing：Science Press，2013：1–15.(in Chinese))
[37] 赵善坤，邓志刚，季文博，等. 多期构造运动影响下区域地应力场特征及其对冲击地压的影响[J]. 采矿与安全工程学报，2019，36(2)：306–314.(ZHAO Shankun，DENG Zhigang，JI Wenbo，et al. Effects of multi-stage tectonic movement on regional tectonic stress characteristics and rockburst[J]. Journal of Mining and Safety Engineering，2019，36(2)：306–314.(in Chinese))
[38] 乔兰，蔡美峰. 应力解除法在某金矿地应力测量中的新进展[J]. 岩石力学与工程学报，1995，14(1)：25–32.(QIAO Lan，CAI Meifeng. New development of stress relief method for determination of in-situ stresses in a gold mine[J]. Chinese Journal of Rock Mechanics and Engineering，1995，14(1)：25–32.(in Chinese))
[39] 赵德安，陈志敏，蔡小林，等. 中国地应力场分布规律统计分析[J]. 岩石力学与工程学报. 2007，26(6)：1 265–1 271.(ZHAO Dean，CHEN Zhimin，CAI Xiaolin，et al. Analysis of distribution rule of geostress in China[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(6)：1 265–1 271.(in Chinese))
[40] KASTNER H. 隧道与坑道静力学[M]. 上海：上海科学技术出版社，1980：41–61.(KASTNER H. Tunnels and trenches statics[M]. Shanghai：Shanghai Science and Technology Publishers，1980：41–61.(in Chinese))
[41] 陈梁，茅献彪，李明，等. 基于Drucker-Prager准则的深部巷道破裂围岩弹塑性分析[J]. 煤炭学报，2017，42(2)：484–491. (CHEN Liang，MAO Xianbiao，LI Ming，et al. Elastoplastic analysis of cracked surrounding rock in deep roadway based on Drucker-Prager criterion[J]. Journal of China Coal Society，2017，42(2)：484–491.(in Chinese))
[42] 蒋斌松，张强，贺永年，等. 深部圆形巷道破裂围岩的弹塑性分析[J]. 岩石力学与工程学报，2007，26(5)：982–986.(JIANG Binsong，ZHANG Qiang，HE Yongnian，et al. Elastoplastic analysis of cracked surrounding rocks in deep circular openings[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(5)：982–986.(in Chinese))
[43] 刘志钦，余东明. 考虑中间主应力和剪胀特性的深埋圆巷弹塑性应力位移解[J]. 工程力学，2012，29(8)：289–296.(LIU Zhiqin，YU Dongming. Elastoplastic stress and displacement analytical solutions to deep-buried circular tunnels considering intermediate principal stress and dilatancy[J]. Enigineering Mechanics，2012，29(8)：289–296.(in Chinese))
[44] 潘阳，赵光明，孟祥瑞. 非均匀应力场下巷道围岩弹塑性分析[J].煤炭学报，2011，36(增1)：53–57.(PAN Yang，ZHAO Guangming，MENG Xiangrui. Elasto-plastic analysis on surrounding rock mass under non-uniform stress field[J]. Journal of China Coal Society，2011，36(Supp.1)：53–57.(in Chinese))
[45] 肖建清，冯夏庭，邱士利，等. 圆形隧道开挖卸荷效应的动静态解析方法及结果分析[J]. 岩石力学与工程学报，2013，32(12)：2 471–2 480. (XIAO Jianqing，FENG Xiating，QIU Shili，et al. Dynamic and statistic analytical method of excavation unloading effect in crcular tunnel and results[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(12)：2 471–2 480.(in Chinese))
[46] 张常光，胡云世，赵均海，等. 深埋圆形水工隧洞弹塑性应力和位移统一解[J]. 岩土工程学报，2010，32(11)：1 738–1 745.(ZHANG Changguang，HU Yunshi，ZHAO Junhai，et al. Elastic-plastic unified solutions for stresses and displacements of a deep buried circular hydraulic tunnel[J]. Chinese Journal of Geotechnical Engineering，2010，32(11)：1 738–1 745.(in Chinese))
[47] 张常光，张成林，周菲，等. 圆形隧道弹塑性分析的强度理论效应研究[J]. 岩土工程学报，2018，40(8)：1 449–1 456.(ZHANG Changguang，HU Yunshi，ZHAO Junhai，et al. Effect of strength theory in elastic-plastic analysis of a circular tunnel[J]. Chinese Journal of Geotechnical Engineering，2018，40(8)：1 449–1 456.(in Chinese))
[48] 胡宝文. 基于大间距无底柱分段崩落法的巷道围岩力学行为研究[博士学位论文][D]. 北京：北京科技大学，2016.(HU Baowen. The research of mechanical behavior of surrounding rock of roadways based on no-pillar sublevel caving with large drive interval and high sublevel[Ph. D. Thesis][D]. Beijing：University of Science and Technology Beijing，2016.(in Chinese))
[49] 李建林，王乐华. 卸荷岩体力学原理与应用[M]. 北京：科学出版社，2016：5–20.(LI Jianlin，WANG Yuehua. Principle and application of unloaded rock mechanics[M]. Beijing：Science Press，2016：5–20.(in Chinese))
[50] 史新帅，靖洪文，赵振龙，等. 大尺度三维巷道冲击地压灾变演化与失稳模拟试验系统研制与应用[J]. 岩石力学与工程学报，2021，40(3)：556–565.(SHI Xinshuai，JING Hongwen，ZHAO Zhenlong，et al. Development and application of large scale 3D roadway rockburst disaster evolution and instability simulation test system[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(3)：556–565.(in Chinese))
[51] 林健，王洋，杨景贺，等. 不同围压巷道开挖应力场演化规律模拟试验研究[J]. 煤炭学报，2015，40(10)：2 313–2 319.(LIN Jian，WANG Yang，YANG Jinghe，et al. Simulation studies on stress field evolution of roadway excavation under different confining pressures[J]. Journal of China Coal Society，2015，40(10)：2 313–2 319.(in Chinese))
[52] 王猛，牛誉贺，于永江，等. 主应力演化影响下的深部巷道围岩变形破坏特征试验研究[J]. 岩土工程学报，2016，38(2)：237–244. (WANG Meng，NIU Yuhe，YU Yongjian，et al. Experimental research on characteristics of deformation and failure of surrounding rock of roadway in deep mine under influence of principal stress evolution[J]. Chinese Journal of Geotechnical Engineering，2016，38(2)：237–244.(in Chinese))
[53] 肖同强，李怀珍，支光辉. 深部厚顶煤巷道围岩稳定性相似模型试验研究[J]. 煤炭学报，2014，39(6)：1 016–1 022.(XIAO Tongqiang，LI Huaizhen，ZHI Guanghui. Experimental study on similar simulation for surrounding rock stability of deep roadway with thick top coal[J]. Journal of China Coal Society，2014，39(6)：1 016–1 022.(in Chinese))
[54] 侯公羽，李小瑞，梁红垚，等. 使用石膏围岩试件模拟巷道开挖卸荷效应的试验研究[J]. 煤炭学报，2018，43(3)：616–625.(HOU Gongyu，LI Xiaorui，LIANG Hongyao，et al. Study on deformation and failure of high-strength gypsum surrounding rock specimens (thick-walled cylinder) simulating roadway excavation[J]. Journal of China Coal Society，2018，43(3)：616–625.(in Chinese))
[55] 侯公羽，梁金平，胡涛，等. 不同围压下卸荷速率对围岩变形与破坏的影响[J]. 岩石力学与工程学报，2019，38(3)：433–444. (HOU Gongyu，LIANG Jinping，HU Tao，et al. Effects of the unloading rate on the deformation and damage of the surrounding rock under different confining pressures[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(3)：433–444.(in Chinese))
[56] 侯公羽，荆浩勇，梁金平，等. 不同卸荷速率下矩形巷道变形及声发射特性试验研究[J]. 岩土力学，2019，40(9)：3 309–3 318.(HOU Gongyu，JING Haoyong，LIANG Jinping，et al. Experimental study of deformation and acoustic emission characteristics of rectangular roadway under different unloading rates[J]. Rock and Soil Mechanics，2019，40(9)：3 309–3 318.(in Chinese))
[57] 侯公羽，荆浩勇，梁金平. 不同荷载下矩形巷道围岩变形及声发射特性试验研究[J]. 岩土力学，2020，41(6)：1 818–1 828.(HOU Gongyu，JING Haoyong，LIANG Jinping，et al. Experimental study on surrounding rock deformation and acoustic emission characteristics of rectangular roadway under different loads[J]. Rock and Soil Mechanics，2020，41(6)：1 818–1 828.(in Chinese))
[58] 侯公羽，梁金平，周蒙辉，等. 卸荷速度对围岩变形影响的试验研究[J]. 煤炭学报，2019，44(4)：1 011–1 019.(HOU Gongyu，LIANG Jinping，ZHOU Menghui，et al. Effect of unloading velocity on surrounding rock deformation[J]. Journal of China Coal Society，2019，44(4)：1 011–1 019.(in Chinese))
[59] 王宏伟，张登强，邓代新，等. 非静水压力条件下巷道围岩破碎区应力分布特征研究[J]. 煤炭学报，2020，45(11)：3 717–3 725. (WANG Hongwei，ZHANG Dengqiang，DENG Daixin，et al. Study on stress distribution characteristics of roadway surrounding rock damaged zone under non-hydrostatic pressure[J]. Journal of China Coal Society，2020，45(11)：3 717–3 725.(in Chinese))
[60] 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))
[61] 宫凤强，伍武星，李天斌，等. 深部硬岩矩形隧洞围岩板裂破坏的试验模拟研究[J]. 岩土力学. 2019，40(6)：2 085–2 098.(GONG Fengqiang，WU Wuxing，LI Tianbin，et al. Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock[J]. Rock and Soil Mechanics，2019，40(6)：2 085– 2 098.(in Chinese))
[62] 侯公羽. 围岩–支护作用机制评述及其流变变形机制概念模型的建立与分析[J]. 岩石力学与工程学报，2008，27(增2)：3 618–3 629. (HOU Gongyu. Review of interaction mechanism between surrounding rock and support and analysis of conceptual model of rheological deformation mechanism[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(Supp.2)：3 618–3 629.(in Chinese))
[63] 侯公羽，李晶晶. 弹塑性变形条件下围岩–支护相互作用全过程解析[J]. 岩土力学，2012，33(4)：961–970.(HOU Gongyu，LI Jingjing. Analysis of complete process of interaction of surrounding rock and support under elastioplastic deformation condition[J]. Rock and Soil Mechanics，2012，33(4)：961–970.(in Chinese))
[64] 王建宇. 再谈隧道衬砌水压力[J]. 现代隧道技术，2003，40(3)：5–9.(WANG Jianyu. Once more on hydraulic pressure upon lining[J]. Modern Tunnelling Technology，2003，40(3)：5–9.(in Chinese))
[65] 张永杰. 基于不确定性理论的隧道围岩稳定性及风险分析研究[博士学位论文][D]. 长沙：湖南大学，2010.(ZHANG Yongjie. Reasurch on tunnel surrounding rock mass stability and risk analysis based on uncertainty theory[Ph. D. Thesis][D]. Changsha：Hunan University，2010.(in Chinese))
[66] 宋玉香，景诗庭，刘勇. 单线电气化铁路隧道衬砌结构目标可靠指标的试算分析[J]. 岩石力学与工程学报，1992，18(1)：46–49. (SONG Yuxiang，JING Shiting，LIU Yong. Calculation of object reliability index of tunnel lining structure for single-track electrification railway[J]. Chinese Journal of Rock Mechanics and Engineering，1992，18(1)：46–49.(in Chinese))
[67] MARK C. Design of roof bolt systems[C]// New Technology for Coal Mine Roof Support，Proceedings，NIOSH Open Industry Briefing，NIOSHIC. [S. l.]：[s. n.]，2000：111–132.
[68] YOUNG M，WALTON G，HOLLEY E. Investigation of factors influencing roof stability at a Western US longwall coal mine[J]. International Journal of Mining Science and Technology，2019，29(1)：139–143.
[69] XING Y，KULATILAKE P，SANDBAK L A. Rock mass stability investigation around tunnels in an underground mine in USA[J]. Geotechnical and Geological Engineering，2017，35(1)：45–67.
[70] FRITH R，REED G. Coal pillar design when considered a reinforcement problem rather than a suspension problem[J]. International Journal of Mining Science and Technology，2018，28(1)：11–19.
[71] FRITH R，REED G，MCKINNON M. Fundamental principles of an effective reinforcing roof bolting strategy in horizontally layered roof strata and areas of potential improvement[J]. International Journal of Mining Science and Technology，2018，28(1)：67–77.
[72] 张农，王成，高明仕，等. 淮南矿区深部煤巷支护难度分级及控制对策[J]. 岩石力学与工程学报，2009，28(12)：2 421–2 428. (ZHANG Nong，WANG Cheng，GAO Mingshi，et al. Roadway support difficulty classification and controlling techniques for Huainan deep coal mining[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(12)：2 421–2 428.(in Chinese))
[73] 中华人民共和国国家标准编写组. GB/T 35056—2018煤矿巷道锚杆支护技术规范[S]. 北京：中国标准出版社，2018.(The National Standards Compilation Group of People¢s Republic of China. GB/T 35056—2018 Technical Specifictions for rock bolting in coal mine roadways[S]. Beijing：Standards Press of China，2018.(in Chinese))
[74] 孙广忠，孙毅. 岩体力学原理[M]. 北京：科学出版社，2011：44–50.(SUN Guangzhong，SUN Yi. Principles of rock mechanics[M]. Beijing：Science Press，2011：44–50.(in Chinese))
[75] 赵勇. 隧道设计理论与方法[M]. 北京：人民交通出版社，2019：25–51.(ZHAO Yong. Tunnel design theory and method[M]. Beijing：People's Communications Publishing House，2019：25–51.(in Chinese))
[76] 中华人民共和国国家标准编写组. GB/T 50218—2014工程岩体分级标准[S]. 北京：中国计划出版社，2014.(The National Standards Compilation Group of People¢s Republic of China. GB/T 50218—2014 Standard for classification of engineering rock mass[S]. Beijing：China Planning Press，2014.(in Chinese))
[77] HOEK E，BROWN E T. Empirical strength criterion for rock masses[J]. Journal of the Geotechnical Engineering Division，1980，106(9)：1 013–1 035.
[78] HOEK E，MARINOS P. Predicting tunnel squeezing problems in weak heterogeneous rock masses[J]. Tunnels and Tunnelling International，2000，32(11)：45–51.
[79] 宋建波，张倬元，于远忠，等. 岩体经验强度准则及其在地质工程中的应用[M]. 北京：地质出版社，2002：54–71.(SONG Jianbo，ZHANG Zhuoyuan，YU Guangyuan，et al. The empirical strength criterion of rock mass and its application in geological engineering[M]. Beijing：Geological Publishing House，2002：54–71.(in Chinese))
[80] 刘长武，陆士良. 水泥注浆加固对工程岩体的作用与影响[J]. 中国矿业大学学报，2000，29(5)：454–458.(LIU Changwu，LU Shiliang. Reinforcement effect of cement grouting on engineering rock mass[J]. Journal of China University of Mining and Technology，2000，29(5)： 454–458.(in Chinese))
[81] 刘彦伟，程远平，李国富. 高性能注浆材料研究与围岩改性试验[J]. 采矿与安全工程学报，2012，29(6)：821–826.(LIU Yanwei，CHEN Yuanping，LI Guofu. Research on high performance grouting material and improving surrounding rock mass strength[J]. Journal of Mining and Safety Engineering，2012，29(6)：821–826.(in Chinese))
[82] CAO J C，ZHANG N，WANG S Y，et al. Physical model test study on support of super pre-stressed anchor in the mining engineering[J]. Engineering Failure Analysis，2020，118(12)：104833.
[83] 陈旭光，张强勇，杨文东，等. 深部巷道围岩分区破裂现象的试验与现场监测对比分析研究[J]. 岩土工程学报，2011，33(1)：70–76. (CHEN Xuguang，ZHANG Qiangyong，YANG Wendong，et al. Comparative analyses of model tests and in-situ monitoring of zonal disintegration of rock mass in deep tunnels[J]. Chinese Journal of Geotechnical Engineering，2011，33(1)：70–76.(in Chinese))
[84] 薛守义. 论岩土工程类比设计原理[J]. 岩土工程学报，2010，32(8)：1 279–1 283.(XUE Shouyi. On analogical design of geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering，2010，32(8)：1 279–1 283.(in Chinese))
[85] 朱合华，黄锋，徐前卫. 变埋深下软弱破碎隧道围岩渐进性破坏试验与数值模拟[J]. 岩石力学与工程学报，2010，29(6)：1 113–1 122. (ZHU Hehua，HUANG Feng，XU Qianwei. Model test and numerical simulation for progressive failure of weak and fractured tunnel surrounding rock under different overburden depths[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(6)：1 113–1 122.(in Chinese))
[86] 孙钧. 隧道结构设计关键技术研究与应用[M]. 北京：人民交通出版社，2014：32–45.(SUN Jun. Research and application of key technology of tunnel structure design[M]. Beijing：China Communications Press，2014：32–45.(in Chinese))
[87] 曲星，李宁. 松散岩体竖向压力计算方法剖析及隧洞深浅埋划分方法研究[J]. 岩石力学与工程学报，2011，30(增1)：2 749–2 757. (QU Xing，LI Ning. Analysis of calculation method of vertical pressure in moose mass rock mass and research on dividing line standard for deep and shallow-buried tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.1)：2 749–2 757.(in Chinese))
[88] BRADY B H G，BROWN E T. 地下采矿岩石力学[M]. 北京：科学出版社，2011：290–301.(BRADY B H G，BROWN E T. Rock mechanics for underground mining[M]. Beijing：Science Press，2011：290–301.(in Chinese))
[89] KANG H，WU Y，GAO F，et al. Mechanical performances and stress states of rock bolts under varying loading conditions[J]. Tunnelling and Underground Space Technology，2016，52：138–146.
[90] 曹晓琛. 干湿循环作用膨胀土隧道钢管混凝土支护结构力学性能与可靠性分析[硕士学位论文][D]. 济南：山东大学，2017.(CAO Xiaocheng. Mechanical propertiesand reliability analysis of concrete-filled steel tube support structure expansive soil tunnel under wetting-drying circulation[M. S. Thesis][D]. Jinan：Shandong University，2017.(in Chinese))
[91] 高延法，王军，黄万朋，等. 直墙半圆拱形钢管混凝土支架力学性能实验及应用[J]. 隧道建设，2014，34(1)：6–12.(GAO Yanfa，WANG Jun，HUANG Wanpeng，et al. Experiment on mechanical property of straight-wall semicircle-arch concrete-filled steel tube support and its application[J]. Tunnel Construction，2014，34(1)：6–12.(in Chinese))
[92] 侯公羽，李晶晶，杨悦，等. 围岩弹塑性变形条件下锚杆、喷混凝土和U型钢的支护效果研究[J]. 岩土力学，2014，35(5)：1 357– 1 366.(HOU Gongyu，LI Jingjing，YANG Yue，et al. Support effects of anchor bolt，shotcrete and U-steel in elastoplastic stage of surrounding rock[J]. Rock and Soil Mechanics，2014，35(5)：1 357–1 366.(in Chinese))
[93] 王紫宁. 钢管混凝土支护性能研究[硕士学位论文][D]. 北京：中国矿业大学，2013.(WANG Zinig. Study on supporting performance of concrete-filled steel tube[M. S. Thesis][D]. Beijing：China University of Mining and Technology，2013.(in Chinese))