[1] Jaeger.J.C,Cook.N.G.W.Foundamentals of rock mechanics[M].Lon don:Chapman and Hall,1978.
[2] 张强,王水林,葛修润.圆形巷道围岩应变软化弹塑性分析[J].岩石力学与工程学报,2010,29(5):1031~1035.
Yu Xuefu,Zheng Yingren,Liu Huaiheng,etc. Underground engineering rock stability analysis[M].Beijing:China Coal Industry Publishing House,1983
[3] 于学馥,郑颖人,刘怀恒等.地下工程围岩稳定性分析[M].北京:煤炭工业出版社,1983.
Yu Xuefu,Zheng Yingren,Liu Huaiheng,etal.Underground engineering rock stability analysis[M].Beijing:China Coal Industry Publishing House,1983
[4] Hoek.E,Brown.E.T.Underground excavations in rock[M].Hereford: Austin&Sons Ltd,1988.
[5] 曾钱帮,王思敬.运用Hoek-Brown经验准则分析圆形硐室围岩弹塑性应力和位移[J].工程地质学报,2007,15(6):757~761.
Zeng Qianbang,Wang Sijing.Elasto-plastic analysis of stresses and dis placement around a circular opening using the Hoek-Brown empirical criterion[J]Journal of Engineering Geology,2007,15(6):757~761
[6] 温森,杨圣奇.基于Hoek-Brown准则的隧洞围岩变形研究[J].岩土力学,2011,32(1):63~69.
Wen sen,Yang Shengqi.Study of deformations of surrounding rock of t unnel based on Hoek-Brown criterion[J].Rock and Soil Mechanics 2011,32(1):63~69
[7] 潘阳,赵光明,孟祥瑞.基于Hoek-Brown强度准则的巷道围岩弹塑性研究[J].工程地质学报,2011,19(5):637~641.
Pan Yang,Zhao Guangming,Meng Xiangrui.Elasto-plastic reseach of surrounding rock based on Hoek-Brown strength criterion[J]. Journal of Engineering Geology,2011,19(5):637~641
[8] 许东俊,耿乃光.岩石强度随中间主应力的变化规律[J].固体力学学报,1985,6(1):72~80.
Xu Dongjun,GengNaiguang.The variation law of rock strength with increase of intermediate principal stress[J].Acta Mechanic Solid sinica1985,6(1):72~80.
[9] 施维成,朱俊高,刘汉龙。中主应力对砾石料变形和强度的影响[J].岩土工程学报,2008,30(10):1449~1453.
Shi Weicheng,Zhu Jungao,Liu Hanlong.Influence of intermediate prin cipal stress on deformation and strength of gravel[J].Chinese Journal of Geotechnical Engineering,2008,30(10):1449~1453.
[10] 张学言,闫澍旺.岩土塑性力学基础(第二版)[M].天津:天津大学出版社,2004.
Zhang Xueyan,Yan Shuwang. Foundamentals of geotechnical plastic mechanics(second edition)[M].Tianjin:Tianjin University Press,2004.
[11] 赵春风,杨砚宗,张常光等.考虑中主应力的常用破坏准则适用性研究[J].岩石力学与工程学报,2011,30(2):327~334.
Zhao Chunfeng,Yang Yanzong,Zhang Changguang.Investigation on applicability of common failure criteria considering intermediate prin cipal stress[J]. Chinese Journal of Rock Mehcanics and Engineering,2011,30(2):327~334.
[12] 陈立伟,彭建兵,范文,孙萍. 基于统一强度理论的非均匀应力场圆形巷道围岩塑性区分析[J].煤炭学报,2007,32(1):20~23
Analysis of surrounding rock mass plastic zone of round tunnel under non-uniform stress field based on the unified strength theory[J]. Journal of China Coal Society,2007,32(1):20~23.
[13] Hoek E,Brow E T. 岩石地下工程[M]. 北京:冶金工业出版社,1986.
Hoek E,Brow E T. The underground rock engineering [M]. Beijing: Metallurgical Industry Press,1986.
[14] 孙广忠. 岩体结构力学[M]. 北京:科技出版社,1988.
Sun Guangzhong . The structural mechanics of rock mass [M]. Beijing: Science and Technology Press,1988.
[15] 李通林、谭学术、刘伟伟.岩石力学[M]. 重庆:重庆大学出版社,1991.
Li Tonglin,Tan Xueshu,Liu Weiwei . Rock Mechanics [M]. Chongqing: Chongqing University press,1991. |