ANALYSIS OF STRESS-STRAIN RATIO FOR ROCK CREEP

[1] 　李国琛,M.耶纳.塑性结构大应变微结构力学
[M].北京:科学出版社,2003.Li Guochen.Bigstrain microstru cture mechanics of plastic structure.Beijing:Science Publishing House,2003.

[2] 　肖树芳,杨淑碧.岩体力学
[M].北京:地质出版社,1986,5~26.Xiao Shu fang,Yang Shubi. Rock mechanics.Beijing:Geologic Publishing House,1986,5~26.

[3] 　谢和平,陈忠辉.岩石力学
[M].北京:科学出版社,2004,64~95.Xie Heping,Chen Zhonghui. Rock mechanics.Beijing:Science Publishing House,2004,64~95.

[4] 　李化敏,李振华,苏承东.大理岩蠕变特性试验研究
[J].岩石力学与工程报,2004,23(22):3745~3749.Li Huamin,Li ZHenhua,Su Chengdong.Testing study on creep characteris tics of marb le.Chinese Journal of Rock Mechanics and Engineering,2004,23(22):3745~3749.

[5] 　朱合华,叶斌.饱水状态下隧道围岩蠕变力学性质的试验研究
[J].岩石力学与工程学报,2002,21(12):1791~1796.Zhu Hehua,Ye Bin.Expermiental sthudy on mechanical proper ties of rock creep in saturation.Chinese Journal of Rock Mechanics and Engineering,2002,21(12):1791~1796.

[6] 　王广德,石豫川,等.岩爆与围岩分类
[J].工程地质学报,2006,14(1):83~89.Wang Guangde,Shi Yuchuan etal. Rock burst and class ification of surrounding rock masses.Journal of Engineering Geology,2006,14(1):83~89.

[7] 　蒋良潍,黄润秋.反倾层状岩体斜坡弯曲-拉裂两种失稳破坏之判据探讨
[J].工程地质学报,2006,14(3):289~294.Jiang Liangwei, Huang Runqiu.Bending yielding and tensile cracking critera for failure of rock slope whose dipdirection opposite to the dipdirection of strata.Journal of Engineering Geology,2006,14(3):289~294.