Abstract:To investigate the inoculation mechanism of rockbursts in extra-long and deep-lying tunnels in Yarlung Zangbo suture zone and to reveal spatial and temporal distribution,failure characteristics and influencing factors of rockbursts,rockburst characters and inoculation effect. The newly built Sangzhuling and Bayu Tunnels in the project of Sichuan-Tibet railway,which locate at the Yarlung Zangbo suture(YZS),were studied. Based on geological survey,field test,3D finite inversion of in-situ stress and statistical analysis on the rockburst records observed during the construction process,the forming reason,characteristics and influence of high geotemperature and high in-situ stress conditions were studied and the effects of high in-situ stress and high geotemperature on rockbursts in tunnels were analyzed combined with thermodynamic coupling calculation. The results show that,under the control of the special geotectonics and cenozoic magmatic activities in the YZS,the deep-lying and extra-long tunnels in the area present high in-situ stress and high geothermal characteristics. The three-dimensional inversion of in-situ stress indicates that,due to the marked influence of the tunnel depth and horizontal geological structure,the maximum horizontal principal stress and self-heavy stress at the axis of the Sangzhuling tunnel are respectively 1.44 and 0.78 times of those in the Bayu tunnel. The spatial distribution of rockbursts controlled by the vertical stress mainly concentrated in the vault and the face of the tunnel,while the rockbursts influenced by the horizontal stress occur mainly near Yarlung Zangbo River valley. Field experiments show that the rockburst of igneous rocks has a weak of medium tendency and that the difference of the rockburst tendency due to different lithologies in two tunnels is not obvious. Under the influence of the terrestrial heat flow and the depth of partial magmatic melt,the characteristics of high geotemperature of two tunnels vary from each other greatly. Calculations using thermo-mechanical coupling model show that the coupled thermal-mechanical effect in the excavation process of Sangzhuling tunnel is obvious under the influence of high geotemperature and the rockbursts in Bayu tunnel are mainly affected by the high in-situ stress.
严 健1,2,何 川1,汪 波1,蒙 伟1,吴枋胤1. 雅鲁藏布江缝合带深埋长大隧道群岩爆孕育及特征[J]. 岩石力学与工程学报, 2019, 38(4): 769-781.
YAN Jian1,2,HE Chuan1,WANG Bo1,MENG Wei1,WU Fangyin1. Inoculation and characters of rockbursts in extra-long and deep-lying tunnels located on Yarlung Zangbo suture. , 2019, 38(4): 769-781.
[1] PETER K,KAISER,CAI MING. Design of rock support system under rockburst condition[J]. International Journal of Rock Mechanics and Mining Sciences,2012,4(3):215–227.
[2] 汪 波,何 川,吴德兴. 深埋特长隧道岩爆预测研究[J]. 铁道工程学报,2009,3(11):45–50.(WANG Bo,HE Chuan,WU Dexin. Research on the prediction of rock burst for deep-burying long tunnel[J]. Journal of Railway Engineering Society,2009,3(11): 45–50.(in Chinese))
[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 rockburst in deep tunnel:Immediate rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):433–444.(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.
[5] 徐林生. 地下工程岩爆发生条件研究[J]. 重庆交通学院学报,2005,24(3):31–34.(XU Linsheng. Research of rockburst formation condition in underground engineering[J]. Journal of Chongqing Jiaotong University,2005,24(3):31–34.(in Chinese))
[6] CAI M,KAISER P K. Rockburst support reference book(Volume 1) rockburst phenomenon and support characteristics[M]. Laurentian:Laurentian University,2018:28–85.
[7] 何 川,汪 波,吴德兴. 苍岭隧道岩爆特征与影响因素的相关性及防治措施研究[J]. 水文地质工程地质,2007,22(2):25–28.(HE Chuan,WANG Bo,WU Dexing. Research of relativity between rockburst character and influence factor and prevention measure in Cangling tunnel[J]. Hydrogeology and Engineering Geology,2007,22(2):25–28.(in Chinese))
[8] 宋 章,袁传保,杜宇本,等. 成兰铁路某长大深埋隧道岩爆特征及成因机制[J]. 铁道工程学报,2017,34(10):66–72.(SONG Zhang,YUAN Chuanbao,DU Yuben,et al. The characteristics and formation mechanism of rock-burst for a long and deep tunnel of Chengdu—Lanzhou railway[J]. Journal of Railway Engineering Society,2017,34(10):66–72.(in Chinese))
[9] 张文东,马天辉,唐春安,等. 锦屏二级水电站引水隧洞岩爆特征及微震监测规律研究[J]. 岩石力学与工程学报,2014,33(2):339–348.(ZHANG Wendong,MA Tianhui,TANG Chun?an,et al. Research on characteristics of rockburst and rules of microseismic monitoring at diversion tunnels in Jinping II hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(2):339–348(in Chinese))
[10] 汪 波,何 川,吴德兴,等. 苍岭特长公路隧道地应力场反演分析[J]. 岩土力学,2012,33(2):628–634.(WANG Bo,HE Chuan,WU Dexing,et al. Inverse analysis of in–situ stress field of Cangling super-long highway tunnel[J]. Rock and Soil Mechanics,2012,33(2):628–634.(in Chinese))
[11] 王庆武,巨能攀,杜玲丽,等. 拉林铁路桑日至加查段三维地应力场反演分析[J]. 岩土力学,2018,39(4):1 450–1 462.(WANG Qingwu,JU Nengpan,DU Lingli,et al. Three dimensional inverse analysis of geostress field in the Sangri—Jiacha section of Lasa—Linzhi railway[J]. Rock and Soil Mechanics,2018,39(4):1 450– 1 462.(in Chinese))
[12] 张国云. 岩爆与地热问题调研报告[R]. 北京:铁道部隧道工程局科研所,2000.(ZHANG Guoyun. Investigation of rock burst and geothermal energy[R]. Beijing:Research Institute of Railway Tunnel Engineering of Ministry of Railways,2000.(in Chinese))
[13] 李天斌,高美奔,陈国庆. 硬脆性岩石热–力–损伤本构模型及其初步运用[J]. 岩土工程学报,2017,39(8):1 477–1 484.(LI Tianbin,GAO Meiben,CHEN Guoqing. A thermal damage constitutive model for hard brittle rocks and its preliminary application[J]. Chinese Journal of Geotechnical Engineering,2017,39(8):1 477–1 484.(in Chinese))
[14] 刘文岗,王 驹,周宏伟. 高放废物处置库花岗岩热–力耦合模拟研究[J]. 岩石力学与工程学报,2009,28(增1):2 875–2 883.(LIU Wengang,WANG Ju,ZHOU Hongwei. Coupled thermo-mechanical analysis of granite for high-level radioactive waste repository[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp. 1):2 875–2 883.(in Chinese))
[15] 陈国庆,李天斌,张 岩,等. 花岗岩隧道脆性破坏的温度效应研究[J]. 岩土力学,2013,34(12):3 513–3 519.(CHEN Guoqing,LI Tianbin,ZHANG Yan,et al. Thermal effect of brittle failure for granite tunnel[J]. Rock and Soil Mechanics,2013,34(12):3 513– 3 519.(in Chinese))
[16] 左建平,谢和平,周宏伟. 温度压力耦合作用下的岩石屈服破坏研究[J]. 岩石力学与工程学报,2005,24(16):2 917–2 921.(ZUO Jianping,XIE Heping,ZHOU Hongwei. Study on failure behavior of rock under coupling effects of temperature and confining pressure[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(16):2 917–2 921.(in Chinese))
[17] 刘泉声,许锡昌. 温度作用下脆性岩石的损伤分析[J]. 岩石力学与工程学报,2000,19(4):408–411.(LIU Quansheng,XU Xichang. The analysis of damage of brittle rock under temperature[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(4):408–411.(in Chinese))
[18] 严 健,何 川,汪 波,等. 热力耦合作用下拉林铁路桑珠岭隧道岩爆预测[J]. 西南交通大学学报,2018,53(3):434–441.(YAN Jian,HE Chuan,WANG Bo,et al. Rock bursts prediction of the Sangzhuling tunnel located on Lhasa-Nyingchi railway with thermo mechanical coupling effects[J]. Journal of Southwest Jiaotong University,2018,53(3):434–441.(in Chinese))
[19] 王庆武. 拉林铁路桑珠岭隧道地应力场分析及岩爆预测研究[硕士学位论文][D]. 成都:成都理工大学,2017.(WANG Qingwu. Analysis of geostress field and rockburst prediction in the Sang Zhuling Tunnel of Lhasa-Linzhi railway engineering[M. S. Thesis][D]. Chengdu:Chengdu University of Technology,2017.(in Chinese))
[20] 王庆武,巨能攀,杜玲丽,等. 深埋长大隧道岩爆预测与工程防治研究[J].水文地质工程地质,2016,43(6):88–95.(WANG Qingwu,JU Nengpan,DU Lingli,et al. Research on rockburst prediction and engineering measures of long and deep-lying tunnels[J]. Hydrogeology Engineering Geology,2016,43(6):88–95.(in Chinese))
[21] ZANG A,STEPHANSSON O.Stress field of the earth?s crust[M]. London:Springer,2010:89–111.
[22] 王成虎,张彦山,郭啟良,等. 工程区地应力场的综合分析法研究[J]. 岩土工程学报,2011,33(10):1 562–1 568.(WANG Chenghu,ZHANG Yanshan,GUO Qiliang,et al.New integrated analysis method to analyze stress regime of engineering area[J]. Chinese Journal of Geotechnical Engineering,2011,33(10):1 562–1 568.(in Chinese))
[23] 胡 勇. 桑日—加查河谷段地应力场特征及隧道岩爆预测分析[硕士学位论文][D]. 成都:成都理工大学,2016.(HU Yong. Sangri- Jiacha valley segment stress field and tunnel rockburst forecast[M. S. Thesis][D]. Chengdu:Chengdu University of Technology,2016.(in Chinese))
[24] 王开洋,肖 鸿,尚彦军,等. 西南地区某隧道围岩岩爆预测研究[J]. 工程地质学报,2014,22(5):903–914.(WANG Kaiyang,XIAO Hong,SHANG Yanjun,et al. Prediction of rockburst at wall rocks of tunnels in southwest[J]. Journal of Engineering Geology,2014,22(5):903–914.(in Chinese))
[25] 张镜剑,傅冰骏. 岩爆及其判据和防治[J]. 岩石力学与工程学报,2008,27(10):2 034–2 042.(ZHANG Jingjian,FU Bingjun. Rockburst and its criteria and control[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(10):2 034–2 042.( in Chinese))
[26] 宫凤强,闫景一,李夕兵. 基于线性储能规律和剩余弹性能指数的岩爆倾向性判据[J]. 岩石力学与工程学报,2018,37(9):1 993– 2 014.(GONG Fengqiang,YAN Jingyi,LI Xibing,et al. A new criterion of rock burst proneness based on the linear energy storage law and the residual elastic energy index[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(9):1 993–2 014.(in Chinese))
[27] 张朝锋,史强林,张玲娟. 青藏高原新生代岩浆活动与地热关系探讨[J]. 中国地质调查,2018,5(2):18–24.(ZHANG Chaofeng,SHI Qianglin,ZHANG Lingjuan. Discussion on the relationship between Cenozoic magmatic activity and geotherm in Tibetan Plateau[J]. Geological Survey of China,2018,5(2):18–24.( in Chinese))
[28] 肖序常,万子益,李光岑,等. 雅鲁藏布江缝合带及其邻区构造演化[J]. 地质学报,1983,7(2):205–212.(XIAO Xuchang,WAN Ziyi,LI Guangcen,et al. On the tectonic evolution of the Yarlung Zangbo(TSANGPO)Suture zong and its adjacent areas[J]. Acta Geologica Sinica,1983,7(2):205–212.(in Chinese))
[29] 罗照华,莫宣学,侯增谦,等. 青藏高原新生代形成演化的整合模型——来自火成岩的约束[J]. 地学前缘,2006,13(4):196–211. (LUO Zhaohua,MO Xuanxue,HOU Zengqian,et al. An integrated model for the cenozoic evolution of the Tibetan Plateau:constraints from igneous rocks[J]. Earth Science Frontiers,2006,13(4):196–211.(in Chinese))
[30] 孙红丽,马 峰,刘 昭,等. 西藏高温地热显示区氟分布及富集特征[J]. 中国环境科学,2015,35(1):251–259.(SUN Hongli,MA Feng,LIU Zhao,et al. The distribution and enrichment characteristics of fluoride in geothermal active area in Tibet[J]. China Environmental Science,2015,35(1):251–259.(in Chinese))
[31] 刘 栋. 青藏高原后碰撞钾质–超钾质岩石的地球化学特征与岩石成因[博士学位论文][D]. 北京:中国地质大学(北京),2017.(LIU Dong. Geochemistry and petrogenesis of the postcollisional potassic- ultrapotassic rocks in Tibetan plateau[Ph. D. Thesis][D]. Beijing:China University of Geosciences(Beijing),2017.(in Chinese))
[32] 石耀霖,朱元清,沈显杰. 青藏高原构造热演化的主要控制因素[J]. 地球物理学报,1992,35(6):710–720.(SHI Yaolin,ZHU Yuanqing,SHEN Xianjie. Tectonic processes and thermal evolution of the Qinghai-Xizang(Tibetan) plateau[J]. Acta Geophysica Sinica,1992,35(6):710–720.(in Chinese))
[33] 赵文津,NELSON K D,徐中信,等. 雅鲁藏布江缝合带的双陆内俯冲构造与部分熔融层特征[J]. 地球物理学报,1997,40(3):325–337.(ZHAO Wenjin,NELSON K D,XU Zhongxin,et al. Double intracontinental under thrusting structure of the Yarlung Zangbo Suture and different molten layers[J]. Acta Geophysica Sinica,1997,40(3):325–337.(in Chinese))