|
[1] WAWERSIK W R,FAIRHURST C. A study of brittle rock fracture in laboratory compression experiments[J]. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts,1970,7(5):561–575.
[2] RUMMEL F,FAIRHURST C. Determination of the post-failure behavior of brittle rock using a servo-controlled testing machine[J]. Rock Mechanics,1970,2(4):189–204.
[3] HOEK E AND BROWN E T. Underground excavations in rock[M]. London:Institution of Mining and Metallurgy,1980:43–49.
[4] FAIRHURST C E,HUDSON J A. Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(3):279–289.
[5] STAVROGIN A N,TARASOV B G,et al. Strength and deformation of rocks before and after the breakdown point[J]. Soviet Mining,1981,17(6):487–493.
[1] 王明洋,严东晋,周早生,等. 岩石单轴试验全程应力应变曲线讨论[J]. 岩石力学与工程学报,1998,17(1):101–106.(WANG Mingyang,YAN Dongjin,ZHOU Zaosheng,et al. Discussion on complete stress-strain curves of rocks under uniaxial loading[J]. Chinese Journal of Rock Mechanics and Engineering,1998,17(1):101–106.(in Chinese))
[1] 付小敏,邓荣贵. 典型岩石应力–应变全过程变形的试验研究[C]// 第八次全国岩石力学与工程学术大会论文集. [S. l.]:[s. n.],2004:887–890.(FU Xiaomin,DENG Rpnggui. Testing study on whole stress-strain process of typical rock[C]// Eighth National Rock Mechanics and Engineering Academic Conference Proceedings. [S. l.]:[s. n.],2004:887–890.(in Chinese))
[6] 蔡美峰,何满潮,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2008:53–58.(CAI Meifeng,HE Manchao,LIU Dongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2008:53–58.(in Chinese))
[7] 宋卫东,明世祥,王 欣,等. 岩石压缩损伤破坏全过程试验研究[J]. 岩石力学与工程学报,2010,29(2):4 180–4 187.(SONG Weidong,MING Shixiang,WANG Xin,et al. Experimental study of rock compression-damage-failure process[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(2):4 180–4 187.(in Chinese))
[8] 郑 虹,冯夏庭,陈祖煜. 岩石力学室内试验ISRM建议方法的标准化和数字化[J]. 岩石力学与工程学报,2010,29(12):2 456–2 468. (ZHENG Hong,FENG Xiating,CHEN Zuyu. Standardization and digitization for ISRM suggested methods of rock mechanics laboratory tests[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2 456–2 468.(in Chinese))
[1] 周维垣,剡公瑞,杨若琼. 岩体弹脆性损伤本构模型及工程应用[J]. 岩土工程学报,1998,20(5):54–57.(ZHOU Weiyuan,YAN Gongrui,YANG Ruoqiong. Elasto-brittle damage model for rockmass based on field tests in Laxiwa arch dam site[J]. Chinese Journal of Geotechnical Engineering,1998,20(5):54–57.(in Chinese))
[2] 川本眺万,石塚与志雄. ひずみ软化を考虑した岩盘掘削の解析[C]// 土木学会论文集. [S. l.]:[s. n.],1981:107–118.(KAWAMOTO T,ISHIZUKA Y. An analysis of excavation in strain-softening rock mass[C]// Proceedings of the Japan Society of Civil Engineers. [S. l.]:[s. n.],1981:107–118.(in Japanese))
[1] 卢允德,葛修润,蒋 宇,等. 大理岩常规三轴压缩全过程试验和本构方程的研究[J]. 岩石力学与工程学报,2004,23(15):2 489– 2 493.(LU Yunde,GE Xiurun,JIANG Yu,et al. Study on conventional triaxial compression test of complete process for marble and its constitutive equation[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(15):2 489–2 493.(in Chinese))
[2] 李世平. 岩石力学简明教程[M]. 煤炭工业出版社,1996:5–19.(LI Shiping. Rock mechanics concise course[M]. China Coal Industry Publishing House,1996:5–19.(in Chinese))
[3] MAZARS J,BOERMAN D J,PIATTI G. Mechanical damage and fracture of concrete structures[C]// ICF5. Cannes(France):[s. n.],1981:1 499–1 506.
[3] LOLAND K E. Continuous damage model for load-response estimation of concrete[J]. Cement and Concrete Research,1980,10(3):395–402.
[4] 唐春安. 岩石破裂过程中的灾变[M]. 北京:煤炭工业出版社,1993:10–27.(TANG Chunan. Break in rock failure[M]. Beijing:China Coal Industry Publishing House,1993:10–27.( in Chinese))
[1] CAI M,KAISER P K,TASAKA Y,et al. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences.,2004,41(5):833–847.
[2] LEMAITRE J. A continuous damage mechanics model for ductile materials[J]. Journal of Engineering Materials and Technology,1985,107(1):83–89.
[3] KACHANOV L M. On creep rupture time[J]. Izv. Acad. Nauk SSSR, Otd. Techn. Nauk,1958,8:26–31.
[4] RABOTNOV Y N. Creep rupture[M]. [S. l.]:Springer Berlin Heidelberg,1969:342–349.
[1] 谢和平,鞠 杨,董毓利. 经典损伤定义中的“弹性模量法”探讨[J]. 力学与实践,1997,19(2):1–5.(XIE Heping,JU Yang,DONG Yuli. Discussion on the method of elastic module in the classic damage definition[J]. Mechanics and Practice,1997,19(2):1–5.(in Chinese))
[5] 张全胜,杨更社,任建喜. 岩石损伤变量及本构方程的新探讨[J]. 岩石力学与工程学报,2003,22(1):30–34.(ZHANG Quansheng,YANG Gengshe,REN Jianxi. New study of damage variable and constitutive equation of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(1):30–34.(in Chinese))
[9] 任建喜,葛修润. 单轴压缩岩石损伤演化细观机制及其本构模型研究[J]. 岩石力学与工程学报,2001,20(4):425–431.(REN Jianxi,GE Xiurun. Study of rock meso-damage evolution law and its constitutive model under uniaxial compression loading[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(4):425–431. (in Chinese))
[10] 陈剑平. 岩土体变形的耗散结构认识[J]. 长春科技大学学报,2001,31(3):288–293.(CHEN Jianping. Towards understanding of dissipative structure deformation process of rock and soil mass[J]. Journal of Changchun University of Science and Technology,2001,31(3):288–293.(in Chinese))
[11] 叶其孝,姜启源. 数学建模[M]. 3版. 北京:机械工业出版社,2005:8–10.(YE Qixiao,JIANG Qiyuan. A first course in mathematical modeling[M]. 3rd ed. Beijing:China Machine Press,2005:8–10.(in Chinese))
[12] 杨海清,周小平. 灰岩单轴压缩损伤演化试验研究[J]. 土木工程学报,2010,43(5):117–123.(YANG Haiqing,ZHOU Xiaoping. Experimental investigation of damage evolution of Huanglong limestone under uniaxial compression[J]. China Civil Engineering Journal,2010,43(5):117–123.(in Chinese))
[1] 秦跃平. 岩石损伤力学模型及其本构方程的探讨[J]. 岩石力学与工程学报,2001,20(4):560.(QIN Yueping. Discussion on damage mechanics model and constitutive equation of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(4):560.(in Chinese))
[2] 曹文贵,赵 衡,李 翔,等. 基于残余强度变形阶段特征的岩石变形全过程统计损伤模拟方法[J]. 土木工程学报,2012,45(6):139–145.(CAO Wengui,ZHAO Heng,LI Xiang,et al. A statistical damage simulation method for rock full deformation process with consideration of the deformation characteristics of residual strength phase[J]. China Civil Engineering Journal,2012,45(6):139–145.(in Chinese))
[3] 尹光志,代高飞,万 玲,等. 岩石微裂纹演化的分岔混沌与自组织特征[J]. 岩石力学与工程学报,2002,21(5):635–639.(YIN Guangzhi,DAI Gaofei,WANG Ling,et al. Characteristics of bifurcation,chaos and self-organization of evolution of micro-cracks in rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2002,21(5):635–639.(in Chinese))
[13] 张志镇,高 峰. 单轴压缩下岩石能量演化的非线性特性研究[J]. 岩石力学与工程学报,2012,31(6):1 198–1 207.(ZHANG Zhizhen,GAO Feng. Research on nonlinear characteristics of rock energy evolution under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1 198–1 207.(in Chinese))
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