[1] 夏维学,张巨会. 原状软碎岩体室内被动三轴变形特性研究[J]. 四川水力发电, 2021, 40(1): 1-6.(Xia Weixue, Zhang Juhui. Laboratory study on passive triaxial deformation characteristics of undisturbed soft fractured rock mass[J]. Sichuan Water Power, 2021, 40(1): 1-6. (in Chinese))
[2] 刘高,张帆宇,李新召,等. 木寨岭隧道大变形特征及机理分析[J]. 岩石力学与工程学报, 2005(增2): 5521-5526.(Liu Gao, Zhang Fanyu, Li Xinzhao, et al. Analysis of large deformation characteristics and mechanism of Mu Zhailing tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2005(Supp. 2): 5521-5526. (in Chinese))
[3] 李廷春. 毛羽山隧道高地应力软岩大变形施工控制技术[J]. 现代隧道技术, 2011, 48(2): 59-67.(Li Tingchun. Large deformation control technology for Maoyushan tunnel in soft rock under high in-situ stresses[J]. Modern Tunnel Technology, 2011, 48(2): 59-67. (in Chinese))
[4] 郭益,陈洋,蒋裕飞,等. 固增水电站引水隧洞炭质板岩大变形段稳定控制措施研究[J]. 人民珠江, 2020, 41(12): 58-64.(Guo Yi, Chen Yang, Jiang Yufei, et al. Study on stability control measures for large deformation of carbonaceous slate at diversion tunnel of Guzeng hydropower station[J]. Pearl River, 2020, 41(12): 58-64. (in Chinese))
[5] 钟志彬. 裂隙性流纹岩三轴加卸载力学特性试验研究[D]. 成都: 西南交通大学, 2013.(Zhong Zhibin. Experimental study on mechanical properties of triaxial loading and unloading of fractured rhyolite [D]. Chengdu: Southwest Jiaotong University, 2013. (in Chinese))
[6] 钟志彬,邓荣贵,尹静,等. 基于Oda裂隙结构张量的流纹岩各向异性试验研究[J]. 实验力学, 2015, 30(2): 199-206.(Zhong Zhibin, Deng Ronggui, Yin Jing, et al. Experimental study on the anisotropy of rhyoliths based on the fracture structure tensor of Oda[J]. Experimental Mechanics, 2015, 30(2): 199-206. (in Chinese))
[7] Li H, Zhu K, Chen Y, et al. Formulation and implementation of elastoplastic constitutive model for carbonaceous slate[J]. Bulletin of Engineering Geology and the Environment, 2023, 82:93(3): 1-18.
[8] Zhang J, Xi C, Zhang Q, et al. Study on stability and plastic zone distribution of tunnel with thin carbonaceous slate at different dip angles[J]. Shock and Vibration, 2021, 2021: 1-10.
[9] 朱秋雷. 千枚岩强度参数各向异性及对隧道围岩大变形的影响[D]. 成都: 成都理工大学, 2019.(Zhu Qiulei. Anisotropy of strength parameters of thousand rocks and their influence on large deformation of surrounding rock of tunnel [D]. Chengdu: Chengdu University of Technology, 2019. (in Chinese))
[10] 高春玉,徐进,李忠洪,等. 雪峰山隧道砂板岩各向异性力学特性的试验研究[J]. 岩土力学, 2011, 32(5): 1360-1364.(Gao Chunyu, Xu Jin, Li Zhonghong, et al. Experimental study on anisotropic mechanical properties of slate in Xuefeng Mountain tunnel[J]. Rock and Soil Mechanics, 2011, 32(5): 1360-1364. (in Chinese))
[11] 李松,陈秋南,张志敏. 高围压炭质板岩流变力学试验与硬化损伤模型研究[J]. 地下空间与工程学报, 2019, 15(6): 1691-1698.(Li Song, Chen Qiunan, Zhang Zhimin. Rheological test and hardening damage model of high confining pressure carbonaceous slate[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(6): 1691-1698. (in Chinese))
[12] 李建伟,雷胜友,李振,等. 木寨岭隧道炭质板岩流变力学特性研究[J]. 隧道建设, 2012, 32(1): 36-40.(Li Jianwei, Lei Shengyou, Li Zhen, et al. Study on rheological mechanical characteristics of carbonaceous slate in Muzhailing tunnel[J]. Tunnel Construction, 2012, 32(1): 36-40. (in Chinese))
[13] 周翠英,苏定立,邱晓莉,等. 红层裂纹软岩在水-应力耦合作用下的变形破坏试验[J]. 中山大学学报(自然科学版), 2019, 58(6): 35-44.(Zhou Cuiying, Su Dingli, Qiu Xiaoli, et al. Deformation failure test of red crack soft rock under water-stress coupling[J]. ACTA Scientiarum Naturalium Universitatis Sunyatseni, 2019, 58(6): 35-44. (in Chinese))
[14] 左清军,吴立,李波,等. 富水泥质板岩隧道围岩蠕变力学特性研究[J]. 岩石力学与工程学报, 2015, 34(10): 2047-2056.(Zuo Qingjun, Wu Li, Li Bo, et al. Study on creep mechanical characteristics of surrounding rock of cementitious slate tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(10): 2047-2056. (in Chinese))
[15] 宋勇军,雷胜友,邹翀,等. 干燥与饱水状态下炭质板岩蠕变特性研究[J]. 地下空间与工程学报, 2015, 11(3): 619-625.(Song Yongjun, Lei Shengyou, Zou Chong, et al. Study on creep characteristics of carbonaceous SLATE in dry and saturated state[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(3): 619-625. (in Chinese))
[16] 钟志彬,杨宝文,魏星灿,等. 软弱破碎围岩变形特性的改进原位承压板试验研究[J]. 岩石力学与工程学报, 2023, 42(增1): 3425-3436.(Zhong Zhibin, Yang Baowen, Wei Xingcan, et al. Experimental study on improved in-situ pressure plate deformation characteristics of soft fractured surrounding rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(Supp.1): 3425-3436. (in Chinese))
[17] 张晋,邓荣贵,钟志彬,等. 侧限下原状碎裂岩样压缩变形响应的解析计算原理与方法[J]. 岩石力学与工程学报, 2023, 42(7): 1-14.(Zhang Jin, Deng Ronggui, Zhong Zhibin, et al. Analytical calculation principle and method of compression deformation response of unitted fractured rock sample under side limit[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(7): 1-14. (in Chinese))
[18] 何淑欣,杨科,何祥,等.正态分布矸石侧限压缩特征与声发射特征研究[J]. 地下空间与工程学报,2024,20(3): 827-837.(He Shuxin,Yang Ke,He Xiang,et al.Study on confined compression characteristics and acoustic emission characteristics of gangue with normal distribution[J]. Chinese Journal of Underground Space and Engineering,2024,20(3): 827-837.(in Chinese))
[19] 温嘉琦,汤雷.岩石平面应变状态辨识特征与精度控制[J]. 地下空间与工程学报,2024,20(2): 471-479,506.(Wen Jiaqi,Tang Lei. Identification characteristics and accuracy control of rock plane strain compression test[J]. Chinese Journal of Underground Space and Engineering,2024,20(2): 471-479,506.(in Chinese))
[20] 孙广忠. 岩体结构力学[M]. 北京:科学出版社, 1988.(Sun Guangzhong. Structural mechanics of rock mass[M]. Beijing: Science Press, 1988. (in Chinese))
