[1]丁秀丽,张雨霆,黄书岭,等.隧洞围岩大变形机制、挤压大变形预测及应用[J].岩石力学与工程学报,2023,42(3):521-544.
DING Xiuli,ZHANG Yuting,HUANG Shuling,et al.Large deformation mechanism of tunnel surrounding rock,prediction and application of large extrusion deformation [J].Chinese Journal of Rock Mechanics and Engineering,2023,42(3):521-544.
[2]孙钧,侯学渊.地下结构[M].北京:科学出版社,1991.
[3]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2002.
[4]苏雅,苏永华,赵明华.基于Hoek-Brwon准则的软岩隧道围岩极限变形估算方法[J].岩石力学与工程学报,2021,40(增刊2):3033-3040.
SU Ya,SU Yonghua,ZHAO Minghua.Estimation method of ultimate deformation of soft rock tunnel surrounding rock based on Hoek-Brwon criterion [J].Chinese Journal of Rock Mechanics and Engineering,2021,40(Supplement 2):3033-3040.
[5]董建华,徐斌,吴晓磊,等.隧道分级让压支护作用下围岩弹塑性变形全过程解析[J].岩土力学,2022,43(8):2123-2135.
DONG Jianhua,XU Bin,WU Xiaolei,et al.Elastic-plastic deformation of surrounding rocks under graded yielding support of tunnel [J].Rock and Soil Mechanics,2022,43(8):2123-2135.
[6]卞跃威,夏才初,肖维民,等.考虑围岩软化特性和应力释放的圆形隧道黏弹塑性解[J].岩土力学,2013,34(1):211-220.
BIAN Yuewei,XIA Caichu,XIAO Weimin,et al.Visco-elastoplastic solutions for circular tunnel considering stress release and softening behaviour of rocks [J].Rock and Soil Mechanics,2013,34(1):211-220.
[7]张广泽,邓建辉,王栋.隧道围岩构造软岩大变形发生机理及分级方法[J].工程科学与技术,2021,53(1):1-12.
ZHANG Guangze,DENG Jianhui,WANG Dong.The occurrence mechanism and classification method of large deformation of tunnel surrounding rock structural soft rock [J].Advanced Engineering Sciences,2021,53(1):1-12.
[8]PARK K,KIM Y.Analytical solution for a circular opening in an elastic-brittle-plastic rock[J].International Journal of Rock Mechanics and Mining Sciences,2006,43(4):616-622.
[9]LEE Y,PIETRUSZCZAK S.A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass[J].Tunnelling and Underground Space Technology,2008,23(5):588-599.
[10]戴俊,杨康,商学旋,等.黄土地层浅埋暗挖隧道松散围岩压力计算[J].中国安全生产科学技术,2022,18(7):142-148.
DAI Jun,YANG Kang,SHANG Xuexuan,et al.Calculation of loose surrounding rock pressure of shallow buried tunnel in loess stratum[J].Journal of Safety Science and Technology,2022,18(7):142-148.
[11]李宗利,任青文,王亚红.考虑渗流场影响深埋圆形隧洞的弹塑性解 [J].岩石力学与工程学报,2004,23(8):1291-1295.
LI Zongli,REN Qingwen,WANG Yahong.Elasto-plastic analytical solution of deep-buried circle tunnel considering fluid flow field[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1291-1295.
[12]于丽,吕城,段儒禹,等.考虑孔隙水压力及非线性Mohr-Coulomb破坏准则下浅埋土质隧道三维塌落机制的上限分析[J].岩土力学,2020,41(1):194-204.
YU Li,LYU Cheng,DUAN Ruyu,et al.Upper bound analysis of three-dimensional collapse mechanism of shallow buried soil tunnel considering pore water pressure and nonlinear Mohr-Coulomb failure criterion [J].Rock and Soil Mechanics,2020,41(1):194-204.
[13]刘成学,杨林德,李鹏.考虑应力重分布的深埋圆形透水隧洞弹塑性解[J].工程力学,2009,26(2):16-20.
LIU Chengxue,YANG Linde,LI Peng.Elastic-plastic analytical solution of deep buried circle tunnel considering stress redistribution[J].Engineering Mechanics,2009,26(2):16-20.
[14]SHIN Y,KIM B,SHIN J.The ground reaction curve of underwater tunnels considering seepage forces[J].Tunnelling and Underground Space Technology,2010,25(4):315-324.
[15]杨辉.穿越断层破碎带隧道围岩大变形机理及控制技术研究[D].阜新:辽宁工程技术大学,2022.
[16]郑可跃,施成华,雷明锋,等.考虑松动效应的高地应力构造破碎带隧道稳定性分析及大变形支护设计优化[J].岩石力学与工程学报,2021,40(8):1603-1613.
ZHENG Keyue,SHI Chenghua,LEI Mingfeng,et al,Stability analysis of tunnel in high geostress tectonic fracture zone considering loosening effect and optimization of large deformation support design [J].Chinese Journal of Rock Mechanics and Engineering,2021,40(8):1603-1613.
[17]张治国,程志翔,汪嘉程,等.考虑渗流影响的深埋隧道围岩-衬砌相互作用研究[J].隧道建设(中英文),2021,41(增刊1):108-121.
ZHANG Zhiguo,CHENG Zhixiang,WANG Jiacheng,et al.Study on the interaction between surrounding rock and lining of deep tunnel considering the influence of seepage [J].Tunnel Construction,2021,41(Supplement 1):108-121.
[18]吴顺川,潘旦光,高永涛.深埋圆形巷道围岩和衬砌相互作用解析解[J].工程力学,2011,28(3):136-142.
WU Shunchuan,PAN Dan’guang,GAO Yongtao.Analytical solution of interaction between surrounding rock and lining in deep circular roadway [J].Engineering Mechanics,2011,28(3):136-142.
[19]沈明荣.岩石力学[M].上海:同济大学出版社,1999.
[20]范文,俞茂宏,石耀武,等.围岩塑性松动压力Caquot公式的推广和改进[J].长安大学学报:地球科学版,2003,25(1):33-36.
FAN Wen,YU Maohong,SHI Yaowu,et al.Extension and improvement of the Caquot formula for plastic loosening pressure of surrounding rock[J].Journal of Chang’an Science:Earth Science Edition,2003,25(1):33-36.
[21]苏永华,何满朝,高谦.Rosenblueth方法在软破围岩锚喷支护系统评价中的应用[J].岩土工程学报,2004(3):378-382.
SU Yonghua,HE Manchao,GAO Qian.Application of Rosenblueth method in evaluating stability reliability of anchor-shotcrete net support system for soft-fracture surrounding rock[J].Chinese Journal of Geotechnical Engineering,2004(3):378-382.
[22]HOEK E,BROWN E T.Underground excavations in rock[M].London:The Institution of Mining and Metallurgy,1980.
[23]ORESTE P P.Analysis of structural interaction in tunnels using the covergence-confinement approach[J].Tunnelling and Underground Space Technology,2003,18(4):347-363.