Damage Constitutive Model of Rock Based on Drucker-Prager Criterion

唐春安.岩石破裂过程中的灾变[M].北京:煤炭工业出版社,1993:11-30.[2] 曹文贵,方祖烈,店学军.岩石损伤软化统计本构模型之研究[J].岩石力学与工程学报,1998,17(6):628-633.CAO Wengui,FANG Zulie,TANG Xuejun.A study of statistical constitutive model for softening and damage rocks[J].Chinese Journal of Rock Mechanics and Engineering,1998,17(6):628-633.[3] 曹文贵,赵明华,刘成学.基于Weibull分布的岩石损伤软化模型及其修正方法研究[J].岩石力学与工程学报,2004,23(19):3 226-3 231.CAO Wengui,ZHAO Minghua,LIU Chengxue.Study on the model and its modifying method for rock softening and damage based on Weibull random distributiou[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3 226-3 231.[4] 徐卫亚,韦立德.岩石损伤统计本构模型的研究[J].岩石力学与工程学报,2002,21(6):787-791.XU Weiya,WEI Lide.Study on statistical damage constitutive model of rock[J].Chinese Joumal of Rock Mechanics and Engineering,2002,21(6):787-791.[5] LEMAITRE J.How to use damage mechanics[J].Nuclear Engineering and Design,1984,80(3):233-245.[6] LEMAITRE J.A continuous mechanic model for ductile materials[J].Journal of Engineering Materials and Technology,1985,107(1):83-89.[7] 谢和平.岩石混凝土损伤力学[M].徐州:中国矿业大学出版社,1990:18-19.[8] 商霖,宁建国.强冲击载荷下混凝土动态本构关系[J].工程力学,2005,22(2):116-119.SHANG Lin,NING Jianguo.Dynamic constitutive relatiouship of concrete subjected to shock loading[J].Engineering Mechanics,2005,22(2):116-119.[9] 杨天鸿,唐春安,徐涛,等.岩石破裂过程的渗透特性--理论、模型与应用[M].北京:科学出版社,2004:63-64.