[1] |
夏才初, 孙宗颀. 工程岩体节理力学[M]. 上海: 同济大学出版社, 2002:86-87.
|
[2] |
李克钢,许江,李树春. 三峡库区岩体天然结构面抗剪性能试验研究[J]. 岩土力学,2005,26(7):1063-1067. LI Kegang, XU Jiang, LI Shuchun. Study on property of rock mass discontinuity shear strength in three gorges reservoir area[J]. Rock and Soil Mechanics, 2005, 26(7):1063-1067.
|
[3] |
杜守继,朱建栋,职洪涛. 岩石节理经历不同变形历史的剪切试验研究[J]. 岩石力学与工程学报,2006,25(1):56-60. DU Shouji, ZHU Jiandong, ZHI Hongtao. Shear tests on rock joints under different shear deformation histories[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1):56-60.
|
[4] |
朱小明,李海波,刘博. 循环剪切荷载作用下含二阶起伏体模拟岩石节理力学特性研究[J]. 岩土力学,2014,35(2):371-379. ZHU Xiaoming, LI Haibo, LIU Bo. Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading[J]. Rock and Soil Mechanics, 2014, 35(2):371-379.
|
[5] |
LEE H S, PARK Y J, CHO T F. Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(7):967-980.
|
[6] |
JAEGER J C. Friction of rocks and stability of rocks slopes[J]. Geotechnique, 1971, 21(2):97-134.
|
[7] |
JING L, STEPHANSSON O, NORDLUND E. Study of rock joints under cyclic loading conditions[J]. Rock Mechanics and Rock Engineering, 1993, 26(3):215-232.
|
[8] |
李海波,冯海鹏,刘博. 不同剪切速率下岩石节理的强度特性研究[J]. 岩石力学与工程学报,2006,25(12):2435-2440. LI Haibo, FENG Haipeng, LIU Bo. Study on strength behaviors of rock joints under different shear deformation velocities[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(12):2435-2440.
|
[9] |
PATTON F D. Multiple modes of shear failure in rock[C]//Proceedings of the First Congress of International Society of Rock Mechanics. Lisbon, Portugal:[s.n.],1966:509-513.
|
[10] |
LADANYI B, ARCHAMBAULT G. Simulation of shear behavior of a jointed rock mass[C]//Proceedings of the 11th US Symposium on Rock Mechanics. New York, America: [s.n.], 1970:105-125.
|
[11] |
ZHAO J. Joint surface matching and shear strength part B: JRC-JMC shear strength criterion[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(2):179-185.
|
[12] |
GRASSELLI G, WIRTH J, EGGER P. Quantitative three-dimensional description of a rough surface and parameter evolution with shearing[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(6):789-800.
|
[13] |
GRASSELLI G, EGGER P. Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters[J]. International Journal of Rock Mechanics and Mining Sciences, 2003, 40(1):25-40.
|
[14] |
唐志成,夏才初,宋英龙. 粗糙节理的峰值抗剪强度准则[J]. 岩土工程学报,2013,35(3):571-577. TANG Zhicheng, XIA Caichu, SONG Yinglong. New peak shear strength criteria for roughness joints[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3):571-577.
|
[15] |
唐志成,刘泉声,夏才初,等. 确定岩石节理Maksimovic峰值抗剪强度准则中"粗糙度角Δφ"的新方法[J]. 岩土力学,2014,35(2):551-555. TANG Zhicheng, LIU Quansheng, XIA Caichu, et al. A new method for calculating roughness angle Δφ in maksimovic peak shear strength criterion for rock joints[J]. Rock and Soil Mechanics, 2014, 35(2):551-555.
|
[16] |
MAKSIMOVIC M. New description of the shear strength for rock joints[J]. Rock Mechanics and Rock Engineering, 1992, 25(4):275-284.
|