[1] |
杨春和),(冒海军),(王学潮),等. 板岩遇水软化的微观结构及力学特性研究[J]. (岩土力学), 2006,27(12):2090-2098. (YANG Chun-he, MAO Hai-jun, WANG Xue-chao, et al. Study on variation of microstructure and mechanical properties of water-weakening slates[J]. Rock and Soil Mechanics,2006,27(12): 2090-2098. (in Chinese)
|
[2] |
冒海军). 板岩水理特性试验研究与理论分析[D]. (武汉:中国科学院武汉岩土力学所), 2006.(MAO Hai-jun. Experiment studies and theoretical analysis of water- weakening properties of slates[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2006.( (in Chinese))
|
[3] |
窦庆峰),岳 顺,(代高飞). 岩石直接拉伸试验与劈裂试验的对比研究[J]. (地下空间), 2004,24(2):178-181. (DU Qin-feng, YUE Shun, DAI Gao-fei. Comparative study on direct tension test and splitting test[J]. Underground Space, 2004, 24(2): 178-181.( (in Chinese))
|
[4] |
刘建锋),徐 进,(杨春和),等. 盐岩拉伸破坏力学特性的试验研究[J]. (岩土工程学报), 2011,33(4):580-586. (LIU Jian-feng, XU Jin, YANG Chun-he, et al. Mechanical characteristics of tensile failure of salt rock[J]. Chinese Journal of Geotechnical Engineering,2011,33(4): 580-586. (in Chinese)
|
[5] |
张 盛,(王启智). 用5种圆盘试件的劈裂试验确定岩石断裂韧度[J]. (岩土力学), 2009,30(1):12-18. (ZHANG Sheng, WANG Qi-zhi. Determination of rock fracture toughness by split test using five types of disc specimens[J]. Rock and Soil Mechanics, 2009, 30(1): 12-18.( (in Chinese))
|
[6] |
宫凤强),(李夕兵). 巴西圆盘劈裂试验中拉伸模量的解析算法[J]. (岩石力学与工程学报), 2010,29(5):881-891. (GONG Feng-qiang, LI Xi-bing. Analytical algorithm to estimate tensile modulus in Brazilan disk splitting tests[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 881-891.( (in Chinese))
|
[7] |
尤明庆),(苏承东). 平台巴西圆盘劈裂和岩石抗拉强度的试验研究[J]. (岩石力学与工程学报), 2004,23(18):3106-3112. (YOU Ming-qing, SU Cheng-dong. Experimental study on split test with flattened disk and tensile strength of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(18): 3106-3112. (in Chinese)
|
[8] |
尤明庆),(陈向雷),(苏承东). 干燥及饱水岩石圆盘和圆环的巴西劈裂强度[J]. (岩石力学与工程学报), 2011,30(3):464-472. (YOU Ming-qing, CHEN Xiang-lei, SU Cheng-dong. Brazilian splitting strengths of discs and rings of rocks in dry and saturated conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(3): 464-472.( (in Chinese))
|
[9] |
TAVALLALI A, VERVOORT A. Effect of layer orientation on the failure of layered sandstone under Brazilian test conditions[J]. International Journal of Rock Mechanics and Mining Sciences, 2010,47(2):313-322.
|
[10] |
TAVALLALI A, VERVOORT A. Failure of layered sandstone under Brazilian test conditions: effect of micro-scale parameters on macro-scale behaviour[J]. Rock Mechanics and Rock Engineering, 2010,43(5):641-653.
|
[11] |
HOEK E, BROWN E T. Empirical strength criterion for rock masses[J]. Journal of the Geotechnical Engineering Division, 1980,106(9):1013-1035.
|
[12] |
HOEK E. Strength of jointed rock masses[J]. Géotechnique, 1983,23(3):187-223.
|
[13] |
SAROGLOU H, TSIAMBAOS G. A modified Hoek-Brown failure criterion for anisotropic intact rock[J]. International Journal of Rock Mechanics & Mining Sciences, 2008,45(2):223-234.
|
[14] |
刘亚群),(李海波),(李俊如),等. 基于Hoek-Brown 准则的板岩强度特征研究[J]. (岩石力学与工程学报), 2009,28(增刊2):3452-3457. (LIU Ya-qun, LI Hai-bo, LI Jun-ru, et al. Study on strength characteristics of slates based on Hoek-Brown criterion[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(S2): 3452-3457. (in Chinese)
|
[15] |
JAEGER J C. Shear failure of anistropic rocks[J]. Geological Magazine, 1960,97(1):65-72.
|
[16] |
DONATH F A. Experimental study of shear failure in anisotropic rock[J]. Geological Society of America Bulletin, 1961,72(6):985-989.
|