[1] 陈晔磊,李地元,王立川,等.横观各向同性板岩三轴力学特性及其本构模型[J].铁道科学与工程学报,2023,20(2):661-670.(Chen Yelei, Li Diyuan, Wang Lichuan, et al. Triaxial mechanical properties and constitutive model of transversely isotropic slate [J]. Journal of Railway Science and Engineering, 2023,20 (2): 661-670.(in Chinese))
[2] 陶志刚,罗森林,李梦楠,等.层状板岩隧道大变形控制参数优化数值模拟分析及现场试验[J].岩石力学与工程学报,2020,39(3):491-506.(Tao Zhigang, Luo Forest, Li Mengnan, etc. Numerical simulation analysis and field test of significant deformation control parameters optimization of layered slate tunnel [J]. Chinese journal of rock mechanics and engineering, 2020,39 (3): 491-506.(in Chinese))
[3] 程刚,龚伦,俞景文,等.高海拔板岩隧道大变形特性及控制技术研究[J].地下空间与工程学报,2020,16(增2):744-751.(Cheng Gang, Gong Lun, Yu Jingwen, et al. Study on large deformation characteristics and control technology of high altitude slate [J]. Chinese Journal of Underground Space and Engineering, 2020, 16 (Supp.2): 744-751.(in Chinese))
[4] 张海太,任高攀,万志文,等.薄层炭质板岩地层隧道围岩大变形特征及支护方法研究[J].地下空间与工程学报,2020,16(增1):457-464. (Zhang Haitai, Ren Gaopan, Wan Zhiwen, etc. Study on large deformation characteristics and support of surrounding rock in thin carbonaceous slate stratum [J]. Chinese Journal of Underground Space and Engineering, 2020, 16 (Supp.1): 457-464.(in Chinese))
[5] 张青宇,李忠爽,卢宇.尼泊尔某电站板岩强度各向异性特征研究[J].地下空间与工程学报,2021,17(增2):560-562,622.(Zhang Qingyu, Li Zhongshuang, Lu Yu. Study on strength anisotropy characteristics of slate in a power station in Nepal [J]. Chinese Journal of Underground Space and Engineering, 2021, 17 (Supp.2): 560-562,622.(in Chinese))
[6] 李二强,张龙飞,赵宁宁,等.风化作用下层状板岩I型断裂特性试验研究[J].中南大学学报(自然科学版),2022,53(4):1406-1415.(Li Erqiang, Zhang Longfei, Zhao Ningning, et al. Experimental study on type I fracture characteristics of layered slate under weathering [J].Journal of Central South University (Natural Science Edition ),2022,53 (4): 1406-1415.(in Chinese))
[7] 李二强,冯吉利,朱天宇,等.基于数字图像相关方法的层状板岩Ⅰ型断裂特性研究[J].采矿与安全工程学报,2021,38(5):979-987.(Li Erqiang, Feng Jili, Zhu Tianyu, et al. Study on type I fracture characteristics of layered slate based on digital image correlation method [J]. Journal of Mining and Safety Engineering, 2021, 38 (5): 979-987.(in Chinese))
[8] 李二强,冯吉利,张龙飞,等.水–岩及风化作用下层状炭质板岩巴西劈裂试验研究[J].岩土工程学报,2021,43(2):329-337.(Li Erqiang, Feng Jili, Zhang Longfei, et al. Brazilian splitting test of layered carbonaceous slate under water-rock and weathering effects [J]. Chinese Journal of Geotechnical Engineering, 2021,43 (2): 329-337.(in Chinese))
[9] 孙博,任富强,刘冬桥.基于声发射多重分形特征的层状板岩失稳前兆研究[J].岩土力学,2022,43(3):749-760.(Sun Bo, Ren Fuqiang, Liu Dongqiao. Study on instability precursor of layered slate based on acoustic emission multifractal characteristics [J]. Rock and Soil Mechanics, 2022,43 (3): 749-760.(in Chinese))
[10] 刘运思,何楚韶,傅鹤林,等.层状板岩动静拉伸力学特性及破坏模式研究[J].铁道科学与工程学报,2020,17(11):2789-2797.(Liu Yunsi, He Chushao, Fu Helin, et al. Study on dynamic and static tensile mechanical properties and failure mode of layered slate [J].Railway Science and Engineering Journal, 2020,17(11): 2789-2797.(in Chinese))
[11] 刘运思,何楚韶,王世鸣,等.冲击荷载下层状板岩拉伸破坏及能耗规律研究[J].应用力学学报,2021,38(4):1373-1382.(Liu Yunsi, He Chushao, Wang Shiming, et al. Study on tensile failure and energy consumption of layered slate under impact load [J]. Chinese Journal of Applied Mechanics, 2021,38 (4): 1373-1382.(in Chinese))
[12] 胡涛涛,康志斌,陈建勋,等.含软弱夹层炭质板岩单轴压缩力学行为模拟研究[J].应用力学学报,2021,38(4):1580-1587.(Hu Taotao, Kang Zhibin, Chen Jianxun, et al. Simulation study on uniaxial compressive mechanical behavior of carbonaceous slate with weak interlayer [J]. Chinese Journal of Applied Mechanics, 2021,38 (4): 1580-1587.(in Chinese))
[13] 许婧璟,江权,唐旭海,等.基于原子力显微镜的板岩杨氏模量宏微观跨尺度表征方法研究[J].岩土力学,2022,43(增1):245-257.(Xu Jingjing, Jiang Quan, Tang Xuhai et al. Study on the macroscopic and microscopic cross-scale characterization method of Young's modulus of slate based on atomic force microscope [J].Rock and Soil Mechanics, 2022,43 (Supp.1): 245-257.(in Chinese))
[14] 祝艳波,张宇轩,李文杰,等.粗糙度对硅质板岩–泥岩界面强度与变形特性影响试验研究[J].岩石力学与工程学报,2022,41(7):1358-1372.(Zhu Yanbo, Zhang Yuxuan, Li Wenjie, et al. Experimental study on the effect of roughness on the strength and deformation characteristics of siliceous slate-mudstone interface [J]. Chinese journal of rock mechanics and engineering, 2022,41 (7): 1358-1372.(in Chinese))
[15] Gholami R, Rasouli V. Mechanical and elastic properties of transversely isotropic slate[J]. Rock Mechanics and Rock Engineering, 2014, 47(5): 1763-1773.
[16] Ding C D, Hu D W, Zhou H, et al. Investigations of P-Wave velocity, mechanical behavior and thermal properties of anisotropic slate[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 127:104176.
[17] Chen Y L, Xiao P, Du X, et al. Study on damage statistical constitutive model of triaxial compression of acid-etched rock under coupling effect of temperature and confining pressure[J]. Materials, 2021, 14(23):7414.
[18] Chen Y F, Lin H, Wang Y X, et al. Statistical damage constitutive model based on the Hoek-Brown criterion[J]. Archives of Civil and Mechanical Engineering, 2021, 21(3):117.
[19] Zhou C T, Murat K, Xu C S, et al. A new damage model accounting the effect of joint orientation for the jointed rock mass[J]. Arabian Journal of Geosciences, 2020, 13(7):295.
[20] Fu H L, Zhang J B, Huang Z, et al. A statistical model for predicting the triaxial compressive strength of transversely isotropic rocks subjected to freeze-thaw cycling[J]. Cold Regions Science and Technology, 2018, 145: 237-248.
[21] Li X, Cao W G, Su Y H. A statistical damage constitutive model for softening behavior of rocks[J]. Engineering Geology, 2012, 143-144: 1-17.
[22] Li H Z, Liao H J, Xiong G D, et al. A three-dimensional statistical damage constitutive model for geomaterials[J]. Journal of Mechanical Science and Technology, 2015, 29(1): 71-77.
[23] Liu Y S, Qiu Z Z, Zhan X C, et al. Study of statistical damage constitutive model of layered composite rock under triaxial compression[J]. Applied Mathematics and Nonlinear Sciences, 2021, 6(2): 299-308.
[24] 刘红岩,吕淑然,张力民.基于组合模型法的贯通节理岩体动态损伤本构模型[J].岩土工程学报,2014,36(10):1814-1821.(Liu Hongyan, Lv Shuran, Zhang Limin. Dynamic damage constitutive model of penetrating jointed rock mass based on combined model method [J].Chinese Journal of Geotechnical Engineering, 2014,36 (10): 1814-1821. (in Chinese))
[25] Yang J M, Zhang Y H, Li Q W, et al. Dynamic constitutive model of penetrating jointed rock mass based on ZTW model[J]. IOP Conference Series: Earth and Environmental Science, 2019, 237(3):032110.
[26] 赵怡晴,刘红岩,吕淑然,等.基于变形元件的节理岩体三轴压缩损伤本构模型[J].中南大学学报(自然科学版),2015,46(3):991-996.(Zhao Yiqing, Liu Hongyan, Lv Shuran, et al. Constitutive model of triaxial compression damage of jointed rock mass based on deformation elements [J]. Journal of Central South University ( Natural Science Edition), 2015,46 (3): 991-996.(in Chinese))
[27] 屈小七,孟陆波,郝晨旭,等.不同围压和层理下板岩三轴蠕变试验及损伤模型研究[J].水利水电技术,2020,51(8):159-167.(Qu Xiaoqi, Meng Lubo, Hao Chenxu, et al. Study on triaxial creep test and damage model of slate under different confining pressure and bedding [J].Water Resources and Hydropower Engineering, 2020,51 (8): 159-167.(in Chinese))
[28] 史越,傅鹤林,伍毅敏,等.层状岩石单轴压缩损伤本构模型研究[J].华中科技大学学报(自然科学版),2020,48(9):126-132.(Shi Yue, Fu Helin, Wu Yimin, et al. Study on uniaxial compression damage constitutive model of layered rock [J]. Journal of Huazhong University of Science and Technology (Natural Science Edition), 2020, 48 (9): 126-132.(in Chinese))
[29] 孙广忠,孙毅.岩体力学原理[M]. 北京:科学出版社,2011: 51-59.(Sun Guangzong, Sun Yi. Principle of rock mass mechanics[M].Beijing: Science Press, 2011: 51-59.(in Chinese))
[30] Alejano L R, González-Fernández M A, Estévez-Ventosa X, et al. Anisotropic deformability and strength of slate from NW-Spain[J]. International Journal of Rock Mechanics and Mining Sciences, 2021, 148:104923.
[31] 张明,王菲,杨强.基于三轴压缩试验的岩石统计损伤本构模型[J].岩土工程学报,2013,35(11):1965-1971. (Zhang Ming, Wang Fei, Yang Qiang. Statistical damage constitutive model of rock based on triaxial compression test [J]. Chinese Journal of Geotechnical Engineering, 2013,35 (11): 1965-1971.(in Chinese))
