王晓形,丁文其,刘学增,等.地下洞室围岩压力分配比例研究[C]//中国土木工程学会第十二届年会暨隧道及地下工程分会第十四届年会论文集,2006.Wang Xiaoxing,Ding Wenqi,Liu Xuezeng,et al.Research on the sharing ratio of surrounding rock pressure in underground caverns[C]//The Twelfth Annual Meeting of the China Civil Engineering Society,2006.
[2]
李之达,吴延贞,赵刚,等.隧道围岩与支护结构间的相互作用[J].湘潭大学自然科学学报,2010,(4):40-45.Li Zhida,Wu Yanzhen,Zhao Gang,et al.Interaction between tunnel surrounding rock and support[J].Natural Science Journal of Xiangtan University,2010,(4):40-45.
[3]
刘波,李宁.圆形压力隧洞衬砌与围岩荷载分担比研究[J].西安理工大学学报,2012,(4):379-384.Liu Bo,Li Ning.Research on lining and surrounding rock load sharing ratio of circular pressure tunnel[J].Journal of Xi’an University of Technology,2012,(4):379-384.
[4]
孙钧.岩土材料流变及其工程应用[M].北京:中国建筑工业出版社,1999.Sun Jun.Rheology of Rock and Soil Materials and Its Application in Engineering[M].Beijing:Chinese Architecture&Building Press,1999.
[5]
徐平,杨挺清,徐春敏,等.三峡船闸高边坡岩体时效特性及长期稳定性分析[J].岩石力学与工程学报,2002,21(2):163-168.Xu Ping,Yang Tingqing,Xu Chunmin,et al.Analysis of aging characteristics and long-term stability of high slope rock mass of the Three Gorges ship lock[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(2):163-168.
[6]
陈国庆,冯夏庭,周辉,等.锦屏二级水电站引水隧洞长期稳定性数值分析[J].岩土力学,2007,28(增刊):417-422.Chen Guoqing,Feng Xiating,Zhou Hui,et al.Numerical analysis of the long-term stability of the seepage tunnel in Jinping II Hydropower Station[J].Rock and Soil Mechanics,2007,28(Suppl.):417-422.
[7]
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,(8):1690-1696.Li Pengfei,Zhang Dingli,Zhao Yong,et al.Study of mechanical characteristics of secondary lining of largesection loess tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2010,(8):1690-1696.
[8]
Wang Huaning,Zeng Guangshang,Jiang Mingjing.Analytical solutions of deeply buried tunnel during construction considering time-dependent behaviors of rock—simulations and solutions of sequential excavation,rockbolt reinforcement and liner installation[J].Chinese Journal of Geotechnical Engineering,2014,36(7):1334-1343.
[9]
Chehade F H,Shahrour I.Numerical analysis of the interaction between twin-tunnels:Influence of the relative position and construction procedure[J].Tunnelling&Underground Space Technology,2008,23(2):210-214.
[10]
Li Y,Zhu W,Fu J,et al.A damage rheology model applied to analysis of splitting failure in underground caverns of Jinping I Hydropower Station[J].International Journal of Rock Mechanics&Mining Sciences,2014,71:224-234.
[11]
Chehade F H,Shahrour I.Numerical analysis of the interaction between twin-tunnels:Influence of the relative position and construction procedure[J].Tunnelling&Underground Space Technology,2008,23(2):210-214.
[12]
Lavrov A.Numerical modeling of steady-state flow of a non-Newtonian power-law fluid in a rough-walled fracture[J].Computers&Geotechnics,2013,50(5):101-109.
[13]
Dai H L,Wang X,Xie G X,et al.Theoretical model and solution for the rheological problem of anchorgrouting a soft rock tunnel[J].International Journal of Pressure Vessels\s&\spiping,2004,81(9):739-748.
[14]
Wang Mingbin,Li Shucai.A complex variable solution for stress and displacement field around a lined circular tunnel at great depth[J].International Journal for Numerical\s&\sanalytical Methods in Geomechanics,2009,33(7):939-951.
[15]
孙钧.岩石流变力学及其工程应用研究的若干进展[J].岩石力学与工程学报,2007,(6):1081-1106.Sun Jun.Rock rheological mechanics and its advance in engineering applications[J].Chinese Journal of Rock Mechanics and Engineering,2007,(6):1081-1106.
