引文
[1]HOEK E,BROWN E T.Undersround exeavations in roek[M].London:Instiyution of Mining and Metallurgy,1980.
[2]HOEK E.Strength of jointed rock mass[J].Getechnique,1983,33(3):187-223.
[3]HOEK E.Strength of rock and rock mass[J].ISRM News Journal,1994,2(2):4-16.
[4]许东俊,耿乃光.岩石强度随中间主应力变化规律[J].固体力学学报,1985,1(1):72-80.XU Dong-jun,GENG Nai-guang.The variation law of rock strength with increase of intermediate principal stress[J].Acta Mechanica Solida Sinica,1985,1(1):72-80.
[5]方开泽.土的破坏准则——考虑中主应力的影响[J].滑动水利学院学报,1986,14(2):70-88.FANG Kai-ze.Failure criterion of soil—Influence of intermediate principal stress[J].Journal of East China Technical University of Water Resources,1986,14(2):70-88.
[6]俞茂宏,何丽南,宋凌宇.双剪应力强度理论及其推广[J].中国科学(A辑),1985,28(12):1113-1120.YU Mao-hong,HE Li-nan,Song Ling-yu.Twin shear stress strength theory with its generalizations[J].Journal of Science in China(A),1985,28(12):1113-1120.
[7]YU M H,HE L N.A new model snd theory on yield and failure of materials under complexstress state[C]//Mechanical Behaviour of Materials.Oxford:Pergamon Press,1991:851-856.
[8]俞茂宏.岩土类材料的统一强度及其应用[J].岩土工程学报,1994,16(2):1-9.YU Mao-hong.Unified strength theory for geomaterials and its applications[J].Chinese Journal of Geotechnical Engineering,1994,16(2):1-9.
[9]俞茂宏,廖红建,张永强.本构模型从单剪到三剪到双剪到统一[J].岩石力学与工程学报,1998,17(增刊):739-743.YU Mao-hong,LIAO Hong-jian,ZHANG Yong-qiang.From single-shear to tri-shear to twin to unification[J].Chinese Journal of Rock Mechanics and Engineering,1998,17(Supp.):739-743.
[10]俞茂宏,昝月稳,范文.20世纪岩石强度理论的发展[J].岩石力学与工程学报,2000,19(5):545-550.YU Mao-hong,ZAN Yue-wen,FAN Wen.Advances in strength theory of rock in 20th century[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(5):545-550.
[11]昝月稳,俞茂宏,王思敬.岩石非线性统一强度准则[J].岩石力学与工程学报,2002,21(10):1435-1441.ZAN Yue-wen,YU Mao-hong,WANG Si-jing.Nonlinear unified stringth criterion of rock[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(10):1435-1441.
[12]范文,林永亮,秦玉虎.基于统一强度理论的地基临界何在公式[J].长安大学学报(地球科学版),2003,25(9):48-51.FAN Wen,LIN Yong-liang,QIN Yu-hu.Formula for critical load of foundation based on the unified strength theory[J].Journal of Chang’an University(Earth Science Edition),2003,25(9):48-51.
[13]周小平,黄煜镔,丁志诚.考虑中间主应力的太沙基地基极限承载力公式[J].岩石力学与工程学报,2002,21(10):1554-1556.ZHOU Xiao-ping,HUANG Yu-bin,DING Zhi-cheng.Influence of intermediate principal stress on the formula of Terzaghi ultimate bearing capacity of foundations[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(10):1554-1556.
[14]周小平,王建华.考虑中间主应力影响时条形地基极限承载力公式[J].上海交通大学学报,2003,37(4):552-555.ZHOU Xiao-ping,WANG Jian-hua.Influence of intermediate principal stress on ultimate bearing capacity of foundations[J].Journal of Shanghai Jiaotong Univerdity,2003,37(4):552-555.
[15]周小平,王建华,张永兴.三向应力状态下条形基础极限承载力计算方法[J].重庆建筑大学学报,2002,24(6):28-32.ZHOU Xiao-ping,WANG Jian-hua,ZHANG Yong-xing.Calculation of the ultimate bearing capacity of foundation under triaxial compressive loading[J].Journal of Chongqing Jiaotong University,2003,37(4):552-555.
[16]刘传林.基于三角条块法的临界滑动场在土压力及地基承载力计算中的应用[D].合肥:合肥工业大学,2010.
[17]师林,朱大勇,沈银斌.基于Hoek-Brown非线性破坏准则的节理岩体地基承载力研究[J].岩石力学与工程学报,(待刊).SHI Lin,ZHU Da-yong,SHEN Yin-bin.Study of ultimate bearing capacity of joined rock masses based on generalized Hoek-Brown nonlinear failure criterion[J].Chinese Journal of Rock Mechanics and Engineering,in press.
[18]LONDE P.Discussion of“Determination of the shear failure envelope in rock masses”[J].ASCE Journal of Geotechnical Engineering,1988,114(3):374-376.
[19]RICHARDS J,ASCE A,ELMS D S,et al.Seismic bearing capacity and settlements of foundations[J].J.Geotech.Engrg.,1990,119(4):662-674.
[20]BUDHU M,AL-Karni A.Seismic bearing capacity of soils[J].Geotechnique,1993,43(1):181-187.