基于现场实测数据统计的隧道围岩压力分布规律研究

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Abstract The action mode and space-time evolution laws of surrounding rock pressure are the core contents of tunnel supporting structure design，which are hot issues in underground engineering research. Based on the summary of main types and influencing factors of tunnel surrounding rock pressure and the statistical analysis of surrounding rock pressure of 91 monitoring sections in 44 tunnels，the population distribution characteristics of surrounding rock pressure and their relationships with surrounding rock grade and buried depth of tunnel are studied. Then the variation law of rock pressure and lateral pressure coefficient with the increase in buried depth is discussed. Based on the statistical analysis of field monitoring data of rock pressure，the basic law of rock pressure time-history is studied. Three stages including rapid growth-slowly growth-settle out is put forward；and the rapid growth stage is mostly the time during unsupported or without effect of support after tunnel excavation. Finally，the distribution laws of rock pressure along the tunnel and the feature of nonuniformity coefficient are discussed. The results offer some references for analyzing the pressure mechanism of tunnel surrounding rock and perfecting the design method of supporting structure.

Key words： tunnelling engineering surrounding rock pressure field monitoring time-history curves space distribution

Received: 30 August 2012

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https://rockmech.whrsm.ac.cn/EN/Y2013/V32/I7/1392

[1] 伍冬. 山岭隧道围岩压力计算方法及其适用性研究[硕士学位论文][D]. 北京：北京交通大学，2012.(WU Dong. Study on surrounding rock pressure calculation method and applicability of mountain tunnel [M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2012.(in Chinese)) [2] 关宝树. 隧道工程设计要点集[M]. 北京：人民交通出版社，2003：42–57.(GUAN Baoshu. Design code of tunnel engineering[M]. Beijing：China Communications Press，2003：42–57.(in Chinese)) [3] 谢家烋. 浅埋隧道的地层压力[J]. 土木工程学报，1964，(6)：58–70. (XIE Jiaxiu. Earth pressure on shallow burial tunnel[J]. China Civil Engineering Journal，1964，(6)：58–70.(in Chinese)) [4] 王梦恕. 地下工程浅埋暗挖技术通论[M]. 北京：安徽教育出版社，2004：136–159.(WANG Mengshu. The overview of shallow tunnel construction method[M]. Beijing：Anhui Education Press，2004：136–159.(in Chinese)) [5] JOON K. Estimation for tunneling loads[Ph. D. Thesis][D]. Canada：University of Alberta，1997. [6] BIENIAWSKI Z T. Engineering rock masses classification[M]. Trenton：John Wiley and Sons，1989：1–105. [7] BHAWANI S，GOEL R K，JETHWA J L. Support pressure assessment in arched underground openings through poor rock masses[J]. Engineering Geology，1997，48(1/2)：59–81. [8] JIANG Y，YONEDA H，TANABASHI Y. Theoretical estimation of loosening pressure on tunnels in soft rocks[J]. Tunnelling and Underground Space Technology，2001，16(2)：99–105. [9] 中华人民共和国行业标准编写组. TB 10003—2005铁路隧道设计规范[S]. 北京：中国铁道出版社，2005.(The Professional Standards Compilation Group of People?s Republic of China. TB 10003—2005 Code for design on tunnel of railway[S]. Beijing：China Railway Publishing House，2005.(in Chinese)) [10] 中华人民共和国行业标准编写组. JTG D70—2004公路隧道设计规范[S]. 北京：人民交通出版社，2004.(The Professional Standards Compilation Group of People?s Republic of China. JTG D70—2004 Code for design of road tunnel[S]. Beijing：China Communications Press，2004.(in Chinese)) [11] 王树栋. 复杂地应力区隧道软弱围岩大变形控制技术研究[博士学位论文][D]. 北京：北京交通大学，2010.(WANG Shudong. Research on large deformation control technique of soft surrounding rock in complex crustal stress tunnel[Ph. D. Thesis][D]. Beijing：Beijing Jiaotong University，2010.(in Chinese)) [12] 赵勇，刘建友，田四明. 深埋隧道软弱围岩支护体系受力特征的试验研究[J]. 岩石力学与工程学报，2011，30(8)：1 663–1 670. (ZHAO Yong，LIU Jianyou，TIAN Siming. Experimental study of mechanical characteristics of support system for weak surrounding rock of deep-buried tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(8)：1 663–1 670.(in Chinese)) [13] 李鹏飞，张顶立，赵勇，等. 大断面黄土隧道二次衬砌受力特性研究[J]. 岩石力学与工程学报，2010，29(8)：1 690–1 696.(LI Pengfei，ZHANG Dingli，ZHAO Yong，et al. Study on mechanical characteristics of secondary lining of large-section loess tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(8)：1 690–1 696.(in Chinese)) [14] 房倩. 高速铁路隧道支护与围岩作用关系研究[博士学位论文][D]. 北京：北京交通大学，2010.(FANG Qian. Study on support- surrounding rock interaction for passenger dedicated lines(PDL) tunnel[Ph. D. Thesis][D]. Beijing：Beijing Jiaotong University，2010.(in Chinese)) [15] 王明年，郭军，罗禄森，等. 高速铁路大断面深埋黄土隧道围岩压力计算方法[J]. 中国铁道科学，2009，30(5)，53–57.(WANG Mingnian，GUO Jun，LUO Lusen，et al. Calculation method for the surrounding rock pressure of deep buried large sectional loess tunnel of high-speed railway[J]. China Railway Science，2009，30(5)：53–57. (in Chinese)) [16] 谭忠盛，喻渝，王明年，等. 大断面黄土隧道中型钢与格栅适应性的对比试验[J]. 岩土工程学报，2009，31(4)，628–633.(TAN Zhongsheng，YU Yu，WANG Mingnian，et al. Comparative tests on section steel and steel grid for loess tunnels with large section[J]. Chinese Journal of Geotechnical Engineering，2009，31(4)：628–633. (in Chinese)) [17] 杨建民，喻渝，谭忠盛，等. 大断面深浅埋黄土隧道围岩压力试验研究[J]. 铁道工程学报，2009，(2)：76–79.(YANG Jianmin，YU Yu，TAN Zhongsheng，et al. Experimental research on the surrounding rock pressure of large sectional loess tunnel under deep and shallow submersion[J]. Journal of Railway Engineering Society，2009，(2)：76–79.(in Chinese)) [18] 董云松. 不同侧压比下隧道初期支护的稳定性研究[J]. 铁道标准设计，2010，(6)，87–90.(DONG Yunsong. Study of the stability of tunnel early supporting under different lateral pressures ratios[J]. Railway Standard Design，2010，(6)，87–90.(in Chinese)) [19] 雷军，张金柱，林传年. 乌鞘岭特长隧道复杂地质条件下断层带应力及变形现场监测分析[J]. 岩土力学，2008，29(5)：1 367–1 371. (LEI Jun，ZHANG Jinzhu，LIN Chuannian. Analysis of stress and deformation site-monitoring in fault zone of Wushaoling tunnel under complex geological conditions[J]. Rock and Soil Mechanics，2008，29(5)：1 367–1 371.(in Chinese)) [20] 孙立冬. 禾落山隧道监控量测技术及衬砌安全性分析[硕士学位论文][D]. 成都：西南交通大学，2007.(SUN Lidong. Study on monitoring measurement technology and security of second lining in Heluoshan tunnel[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2007.(in Chinese)) [21] 孙明磊，朱正国，刘志春. 客运专线超大断面隧道现场监测分析研究[J]. 铁道建筑，2009，(10)：57–59.(SUN Minglei，ZHU Zhengguo，LIU Zhichun. Analysis of super-large section tunnel field monitoring of railway passenger[J]. Railway Engineering，2009，(10)：57–59.(in Chinese)) [22] 雷位冰. 温福铁路琯头岭隧道下穿公路隧道施工技术[J]. 地下空间与工程学报，2007，3(4)：758–764.(LEI Weibing. Construction technology for Wenfu Railway Guantouling tunnel undercrossing the highway tunnel[J]. Chinese Journal of Underground Space and Engineering，2007，3(4)：758–764.(in Chinese)) [23] 黄宏伟，徐凌. 大风垭口岩石公路隧道围岩及初期支护变形与内力研究[J]. 岩石力学与工程学报，2004，23(1)，44–52.(HUANG Hongwei，XU Ling. Study on deformation and internal force of surrounding rocks and initial support in Dafengyakou rock road tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(1)：44–52.(in Chinese)) [24] 何英伟，雷明锋，彭立敏，等. 软弱破碎围岩隧道初期支护受力特征测试分析[J]. 公路工程，2009，34(1)：132–135.(HE Yingwei，LEI Mingfeng，PENG Limin，et al. Test analysis of the mechanics characteristic of tunnel initial support in weak-broken surrounding rock[J]. Highway Engineering，2009，34(1)：132–135.(in Chinese)) [25] 陈梅初. 隧道初期支护结构的受力量测与分析[J]. 西部探矿工程，1999，11(2)：50–52.(CHEN Meichu. Force measurement and analysis of tunnel primary support structure[J]. West-China Exploration Engineering，1999，11(2)：50–52.(in Chinese)) [26] 韩桂武，刘斌，范鹤. 浅埋黄土隧道衬砌结构受力分析[J]. 岩石力学与工程学报，2007，26(增1)：3 250–3 256.(HAN Guiwu，LIU Bin，FAN He. Mechanical characteristics of tunnel lining structure in shallow-buried loess area[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.1)：3 250–3 256.(in Chinese)) [27] 高文学，孙文龙，周文旭，等. 浅埋偏压隧道开挖数值模拟与监测分析[J]. 施工技术，2011，40(3)：48–50.(GAO Wenxue，SUN Wenlong，ZHOU Wenxu，et al. Numerical simulation and monitoring analysis for construction process of shallow tunnel under unsymmetrical pressure[J]. Construction Technology，2011，40(3)：48–50.(in Chinese)) [28] 陈建勋，姜久纯，罗彦斌，等. 黄土隧道洞口段支护结构的力学特性分析[J]. 中国公路学报，2008，21(5)：75–79.(CHEN Jianxun，JIANG Jiuchun，LUO Yanbin，et al. Mechanics characteristic analysis of support structure of loess tunnel entrance[J]. China Journal of Highway and Transport，2008，21(5)：75–79.(in Chinese)) [29] 陈建勋，杨忠，袁雪戡. 秦岭终南山特长公路隧道大埋深段施工监测及分析[J]. 建筑科学与工程学报，2006，23(3)：71–75.(CHEN Jianxun，YANG Zhong，YUAN Xuekan. Construction monitoring and measuring in segments of large embedded depth in Qinling Zhongnanshan super-long highway tunnel[J]. Journal of Architecture and Civil Engineering，2006，23(3)：71–75.(in Chinese)) [30] 曲海锋，朱合华，蔡永昌. 扁平大跨度公路隧道松动荷载计算方法探讨[J]. 岩土力学，2008，29(4)，989–999.(QU Haifeng，ZHU Hehua，CAI Yongchang. Discussion on calculation method of loose load on extra-large cross-section and large-span road tunnel[J]. Rock and Soil Mechanics，2008，29(4)：989–999.(in Chinese)) [31] 贾剑青，王宏图，李晓红，等. 浅埋轻轨隧道支护体应力监测及失稳控制[J]. 重庆建筑大学学报，2006，28(1)：67–70.(JIA Jianqing，WANG Hongtu，LI Xiaohong，et al. Stress measurement and deformation control of support system in shallow light railway tunnel[J]. Journal of Chongqing Jianzhu University，2006，28(1)：67–70.(in Chinese)) [32] 姜鹏. 隧道结构三维数值分析和可靠度计算[硕士学位论文][D]. 成都：成都理工大学，2007.(JIANG Peng. Analysis of 3D numerical model and reliability of tunnel structure[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2007.(in Chinese)) [33] 李兴成. 长沙火星南路天际岭隧道施工监控量测[J]. 湖南交通科技，2005，31(1)：81–84.(LI Xingcheng. Tianjiling tunnel construction monitoring measurement in Changsha city[J]. Hunan Communication Science and Technology，2005，31(1)：81–84.(in Chinese)) [34] 徐林生. 大断面高速公路隧道复合式衬砌结构受力监测分析[J]. 重庆交通大学学报：自然科学版，2009，28(3)：528–530.(XU Linsheng. Monitoring and analysis of composite lining structure of highway tunnel with large cross-section[J]. Journal of Chongqing Jiaotong University：Natural Science，2009，28(3)：528–530.(in Chinese)) [35] 蒋树屏，赵阳. 复杂地质条件下公路隧道围岩监控量测与非确定性反分析研究[J]. 岩石力学与工程学报，2004，23(20)：3 460–3 464. (JIANG Shuping，ZHAO Yang. Study of monitoring and back analysis for road tunnel with complex geology[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(20)：3 460–3 464.(in Chinese)) [36] 王英学，周佳媚，高波. 偏压滑坡地段隧道围岩受力特征测试分析[J]. 岩土力学，2002，23(6)：62–65.(WANG Yingxue，ZHOU Jiamei，GAO Bo. Tunnel surrounding rock masses stress condition analysis at landslide section[J]. Rock and Soil Mechanics，2002，23(6)：62–65.(in Chinese)) [37] 张国华，陈礼彪，钱师雄，等. 大断面小净距大帽山隧道现场监控量测及分析[J]. 岩土力学，2010，31(2)：489–496.(ZHANG Guohua，CHEN Libiao，QIAN Shixiong，et al. On-site supervision measure and analysis of Damaoshan tunnels with large section and small clear-distance[J]. Rock and Soil Mechanics，2010，31(2)：489–496.(in Chinese)) [38] 杜菊红，黄宏伟，雷新文. 平年小间距隧道监控量测分析[J]. 地下空间与工程学报，2007，3(8)：1 417–1 420.(DU Juhong，HUANG Hongwei，LEI Xinwen. Monitoring and measurement analysis of Pingnian closely-spaced tunnel[J]. Chinese Journal of Underground Space and Engineering，2007，3(8)：1 417–1 420.(in Chinese)) [39] 汪波，何川，吴德兴隧道结构健康监测系统理念及其技术应用[J]. 铁道工程学报，2012，20(1)：67–72.(WANG Bo，HE Chuan，WU Dexing. Ideas of tunnel structure health monitoring system and its technology application[J]. Journal of Railway Engineering Society，2012，20(1)：67–72.(in Chinese)) [40] 林君武，罗阳青. 九嶷山一号隧道施工监控量测及分析[J]. 湖南交通科技，2010，36(3)：98–100.(LIN Junwu，LUO Yangqing. Measurement and analysis of Jiuyi mountain No.1 tunnel construction monitoring[J]. Hunan Communication Science and Technology，2010，36(3)：98–100.(in Chinese)) [41] 曾义. 斑竹林隧道新奥法施工监控量测与分析研究[硕士学位论文][D]. 重庆：重庆交通大学，2008.(ZENG Yi. Analysis and research of the NATM construction monitoring for Banzhulin tunnel[M. S. Thesis][D]. Chongqing：Chongqing Jiaotong University，2008. (in Chinese)) [42] 王晓星. 大跨度土质隧道施工监控量测及支护效果研究[硕士学位论文][D]. 西安：长安大学，2009.(WANG Xiaoxing. Study of monitoring measurement and support result in large-span tunnel[M. S. Thesis][D]. Xi?an：Chang?an University，2009.(in Chinese)) [43] 李春林. 都汶公路龙溪隧道支护结构力学行为研究[硕士学位论文][D]. 成都：成都理工大学，2008.(LI Chunlin Research on the mechanical behaviors of the support structures of Longxi Tunnel[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2008.(in Chinese)) [44] 王震. 正阳隧道围岩变形与支护结构受力特性研究[硕士学位论文][D]. 重庆：重庆交通大学，2009.(WANG Zhen. Study of the surrounding rock deformation and mechanical character of support structure for Zhengyang tunel[M. S. Thesis][D]. Chongqing：Chongqing Jiaotong University，2009.(in Chinese)) [45] 王勇，王志杰，张洋. 监控量测在隧道衬砌结构数值模拟中的应用[J]. 路基工程，2009，(3)：149–151.(WANG Yong，WANG Zhijie，ZHANG Yang. Application of monitoring measurement in numerical simulation of tunnel lining structure[J]. Subgrade Engineering，2009，(3)：149–151.(in Chinese)) [46] 杨善胜. 软弱围岩隧道合理支护型式研究[硕士学位论文][D]. 西安：长安大学，2008.(YANG Shansheng. Study of reasonable support types for tunnels in soft surrounding rock[M. S. Thesis][D]. Xi?an：Chang?an University，2008.(in Chinese)) [47] 阎立来. 岩质隧道围岩应力释放率的确定与结构力学性状研究[硕士学位论文][D]. 西安：长安大学，2009.(YAN Lilai. The determination of release rate of the surrounding rock and study on the mechanical property of the tunnel structure[M. S. Thesis][D]. Xi?an：Chang?an University，2009.(in Chinese)) [48] 赵占厂，谢永利，杨晓华，等. 黄土公路隧道衬砌受力特性测试研究[J]. 中国公路学报，2004，17(1)：66–69.(ZHAO Zhanchang，XIE Yongli，YANG Xiaohua，et al. Observation research on the mechanical characteristic of highway tunnel lining in loess[J]. China Journal of Highway and Transport，2004，17(1)：66–69.(in Chinese)) [49] 曹宁全. 软弱黄土公路隧道支护体系受力特征分析[硕士学位论文][D]. 西安：长安大学，2010.(CAO Ningquan. Analysis of characteristics of supporting system in soft loess highway tunnel[M. S. Thesis][D]. Xi?an：Chang?an University，2010.(in Chinese)) [50] 阎亮. 不良地质条件隧道洞口段支护研究[硕士学位论文][D]. 北京：北京交通大学，2009.(YAN Lian. Research on the supporting of unfavorable geological tunnel portal[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2009.(in Chinese)) [51] 赖金星. 高海拔复杂围岩公路隧道温度场特征与结构性能研究[博士学位论文]. 西安：长安大学，2008.(LAI Jinxing. Study on temperature field feature and structure characteristics of high altitude localities road tunnel with complex surrounding rock[Ph. D. Thesis][D]. Xi?an：Chang?an University，2008.(in Chinese)) [52] 周超. 三车道公路隧道信息化施工技术研究[硕士学位论文]. 成都：西南交通大学，2010.(ZHOU Chao. A technical study of informational construction on three-lane highway tunnel[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2010.(in Chinese))