[1] 赵延林, 彭青阳, 万文, 等. 直剪作用下不共面断续节理岩桥破断试验与数值研究[J]. 土木建筑与环境工程, 2014, 36(1): 59-67.(Zhao Yanlin, Peng Qingyang, Wan Wen, et al. Experimental and numerical analysis on rupture of rock bridge with non-coplanar intermittent joints under direct shear [J]. Journal of Civil, Architectural & Environmental Engineering, 2014, 36(1): 59-67. (in Chinese))
[2] 刘新荣, 曾夕, 许彬, 等. 贯通型锯齿状节理岩体的剪切力学行为[J]. 土木与环境工程学报, 2023, 45(5): 1-9.(Liu Xinrong, Zeng Xi, Xu Bin, et al. Shear mechanical behavior of rock with through-type saw-tooth joints[J].Journal of Civil and Environmental Engineering, 2023, 45(5): 1-9. (in Chinese))
[3] 陈庆芝, 张玉石, 刘远明, 等.节理起伏角对非贯通节理岩体力学特性的影响[J].地下空间与工程学报, 2020, 16(2):351-358,365.(Chen Qingzhi, Zhang Yushi, Liu Yuanming, et al. Influence of joint undulation angle on mechanical properties of non-penetrated joint rock massl[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(2):351-358,365. (in Chinese))
[4] 刘远明, 张森, 刘杰, 等.不同节理形貌的非贯通节理岩体模型试验研究[J].地下空间与工程学报, 2013, 9(4):744-748,764.(L iu Yuanming, Zhang Sen, Liu Jie, et al. Research on Rock Mass Containing Discontinuous Joints with Different Joint Surface Topography by Model Test[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(4):744-748,764. (in Chinese))
[5] 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(12): 2435-2440.(Li Haibo, Feng Haipeng, Liu Bo. Study on Strength Behaviors of rock joints under different shearing deformation velocities[J]. Chinese Journal of Rock Mechanics and Engineering, 2006(12): 2435-2440. (in Chinese))
[6] 李海波, 刘博, 冯海鹏, 等.模拟岩石节理试样剪切变形特征和破坏机制研究[J]. 岩土力学, 2008(7):1741-1746.(Li Haibo, Liu Bo, Feng Haipeng, et al. Study of deformability behavior and failure mechanism by simulating rock joints sample under different loading conditions[J].Rock and Soil Mechanics, 2008(7):1741-1746. (in Chinese))
[7] 刘博, 李海波, 刘亚群.循环剪切荷载作用下岩石节理变形特性试验研究[J]. 岩土力学, 2013, 34(9):2475-2481.(Liu Bo, Li Haibo, Liu Yaqun. Experimental study of deformation behavior of rock joints under cyclic shear loading[J]. Rock and Soil Mechanics, 2013, 34(9):2475-2481.(in Chinese))
[8] 刘博, 李海波, 朱小明. 循环剪切荷载作用下岩石节理强度劣化规律试验模拟研究[J]. 岩石力学与工程学报, 2011, 30(10):2033-2039.(Liu Bo, Li HaiBo, Zhu Xiaoming. Experiment simulation study of strength degradation of rock joints under cyclic shear loading[J]. Rock and Soil Mechanics, 2011, 30(10):2033-2039.(in Chinese))
[9] 宋磊博, 亢倩倩, 杜时贵, 等. 基于表面微凸体磨损特征演化规律的节理剪切强度各向异性机制研究[J]. 岩土力学, 2021, 42(9):2331-2343. (Song Leibo, Kang Qianqian, Du Shigui, et al. Anisotropy mechanism of shear strength based on wear and shear failure evolution of asperities of joint surface[J]. Rock and Soil Mechanics, 2021, 42(9):2331-2343.(in Chinese))
[10] 朱瑞娟, 顾琳琳. 规则齿形结构面剪切-渗流耦合特性[J]. 工业建筑, 2020, 50(10):101-105.(Zhu Ruijuan, Gu Linlin. Shear-seepage-coupling characteristics of rock discontinuity in serrated interfaces [J]. Industrial Architecture, 2020, 50(10):101-105.(in Chinese))
[11] 谢强, 宁越, 王晶晶, 等. 具有规则粗糙度的类岩石节理剪切力学性质试验研究[J]. 西安建筑科技大学学报, 2019, 51(5):635-642.(Xie Qiang, Ning Yue, Wang Jingjing, et al. Study on shear mechanical properties or rock-like joints with regular roughness[J]. Journal of Xi'an University of Architecture and Technology, 2019, 51(5):635-642.(in Chinese))
[12] 沈明荣, 张清照. 规则齿型结构面剪切特性的模型试验研究[J]. 岩石力学与工程学报, 2010, 29(4):713-719. (Shen Mingrong, Zhang Qingzhao. Experimental study of shear deformation characteristics of rock mass discontinuities [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(4):713-719.(in Chinese))
[13] 周辉, 程广坦, 朱勇, 等. 大理岩规则齿形结构面剪切特性试验研究[J]. 岩土力学, 2019, 40(3): 852-860.(Zhou Hui, Cheng Guangtan, Zhu Yong, et al. Experimental study of shear deformation characteristics of marble dentate joints[J]. Rock and Soil Mechanics, 2019, 40(3): 852-860. (in Chinese))
[14] 靳天伟, 戚承志, 班力壬, 等. 不同接触位置的红砂岩规则锯齿节理面剪切特性研究[J]. 北京建筑大学学报, 2021, 37(2):15-23.(Jing Tianwei, Qi Chengzhi, Ban Liren, et al. Experimental study on shear characteristics of red sandstone regular dentate joints with different contact positions[J]. Journal of Beijing University of Architecture, 2021, 37(2):15-23.(in Chinese))
[15] Patton F D. Multiple modes of shear failure in rock[A]// Proceedings of the First Congress of International Society of Rock Mechanics[C]. Lisbon, Portugal, 1966:509-513.
[16] Ladanyi B, Archambault G. Simulation of the shear behavior of a jointed rock mass[A]// Proceedings of the 11th US Symposium on Rock Mechanics. [C]Berkeley, US,1970:105-125.
[17] 张清照, 沈明荣, 丁文其. 结构面在剪切状态下的力学特性研究[J]. 水文地质工程地质, 2012, 39(2):37-42.(Zhang Qingzhao, Shen Mingrong, Ding Wenqi. Study on the mechanical properties of rock mass discontinuity under shear condition[J]. Hydrogeology and Engineering Geology, 2012, 39(2):37-42.(in Chinese))
[18] 程坦, 郭保华, 孙杰豪, 等. 非规则岩石节理峰值剪切试验与强度经验公式研究[J]. 岩石力学与工程学报, 2022, 41(1): 93-105.(Cheng Tan, Guo Baohua, Sun Jiehao, et al. A strength empirical formula of irregular rock joints based on peak shear test [J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(1): 93-105.(in Chinese))