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Experimental study of rock porous structure damage characteristics under condition of freez鄄 ing鄄thawing cycles based on nuclear magnetic resonance tech鄄 nique. Chin J Rock Mech Eng, 2012, 31(6): 1208 (李杰林, 周科平, 张亚民, 等. 基于核磁共振技术的岩石孔 隙结构冻融损伤试验研究. 岩石力学与工程学报, 2012, 31 (6): 1208) [12] Zhou K P, Li J L, Xu Y J, et al. Experimental study of NMR characteristics in rock under freezing and thawing cycles. Chin J Rock Mech Eng, 2012, 31(4): 731 (周科平, 李杰林, 许玉娟, 等. 冻融循环条件下岩石核磁共 振特性的试验研究. 岩石力学与工程学报, 2012, 31 (4): 731) [13] Zhao J, Jiang Y Z, Wang W N, et al. Investigation of rock pore structure using NMR technology. Well Log Technol, 2003, 27 (3): 185 (赵杰, 姜亦忠, 王伟男, 等. 用核磁共振技术确定岩石孔隙 结构的实验研究. 测井技术, 2003, 27(3): 185) [14] Wang S. Analysis of rock pore structural characteristic by nuclear magnetic resonance. Xinjiang Pet Geol, 2009, 30(6): 768 (王胜. 用核磁共振分析岩石孔隙结构特征. 新疆石油地质, 2009, 30(6): 768) [15] Coates G,Xiao L Z, Prammer M. Nuclear Magnetic Resonance (NMR) Logging Principles and Its Application. 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Wave dispersion and at鄄 tenuation in viscoelastic split Hopkinson pressure bar. Shock Vib, 1998, 5(5鄄6): 307 [21] Rougier E, Knight E E, Broome S T, et al. Validation of a three鄄dimensional finite鄄discrete element method using experi鄄 mental results of the split Hopkinson pressure bar test. Int J Rock Mech Min Sci, 2014, 70: 101 ·151·