[1] 彭建兵, 崔鹏, 庄建琦.川藏铁路对工程地质提出的挑战[J]. 岩石力学与工程学报, 2020, 39(12): 2377-2389. (Peng Jianbing, Cui Peng, Zhuang Jianqi. Challenges to engineering geology of Sichuan—Tibet railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(12): 2377-2389. (in Chinese))
[2] 杨继华,崔臻,万伟锋,等.引黄济宁工程隧洞穿越活动性断裂响应特征研究[J].地下空间与工程学报,2025,21(1):283-292.(Yang Jihua, Cui Zhen, Wan Weifeng,et al.Study on the Response Characteristics of Tunnel Crossing Active Faults of the Yellow River to Xining Water Diversion Project[J].Chinese Journal of Underground Space and Engineering,2025,21(1):283-292.(in Chinese))
[3] 曹振生,徐海斌,虎晓敏,等.穿越断裂带隧道变形机制及NPR支护数值模拟研究[J].地下空间与工程学报,2025,21(6):2122-2132.(Cao Zhensheng,Xu Haibin,Hu Xiaomin,et al.Study on the deformation mechanism of tunnels crossing fault zones and numerical simulation of NPR support[J].Chinese Journal of Underground Space and Engineering,2025,21(6):2122-2132.(in Chinese))
[4] Wong R H C, Huang M L, Jiao M R, et al. The mechanisms of crack propagation from surface 3-d fracture underuniaxial compression[J]. Key Engineering Materials, 2004(261-263): 219-224.
[5] Wong R H C, Law C M,Chau K T, et al. Crack propagation from 3-D surface fractures in pmma and marble specimens under uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 43(3): 360.
[6] Robina H C, Wong Y S H, Guo L Y, et al. Anti-wing crack growth from surface flaw in real rock under uniaxial compression[A]// Fracture of Nano and Engineering Materials and Structures[C]. Alexandroupolis: Kluwer Academic Publishers, 2006.
[7] Xu R C, Zhao Y, Hu Y B, et al. Experimental investigation on the effect of preexisting orthogonal cross flaws on cracking behaviors and acoustic emission characteristics of red sandstone[J]. Theoretical & Applied Fracture Mechanics, 2022(122): 103634.
[8] 肖桃李, 李新平, 郭运华. 三轴压缩条件下单裂隙岩石的破坏特性研究[J]. 岩土力学, 2012, 33(11): 3251-3256. (Xiao Taoli, Li Xinping, Guo Yunhua. Experimental study of failure characteristic of single jointed rock mass under triaxial compression tests[J]. Rock and Soil Mechanics, 2012, 33(11): 3251-3256. (in Chinese))
[9] 余明坤, 许国伟, 唐国栋, 等.预制裂隙类岩石材料的分步卸载试验研究[J].地下空间与工程学报,2020,16(6):1672-1681. (Yu Mingkun, Xu Guowei, Tang Guodong, et al. Experimental study on stepped unloading of rock-like materials with pre-existing fissure[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(6):1672-1681. (in Chinese))
[10] 陈鹏宇.PFC2D模拟裂隙岩石裂纹扩展特征的研究现状[J].工程地质学报,2018,26(2):528-539. (Cheng Pengyu. Research progress on PFC2D simulation of crack propaga-tion characteristics of cracked rock[J]. Journal of Engineering Geology, 2018, 26(2):528-539. (in Chinese))
[11] Huang Y H, Yang S Q,Tian W L. Crack coalescence behavior of sandstone specimen containing two pre-existing flaws under different confining pressures(Article)[J]. Theoretical and Applied Fracture Mechanics, 2019(99): 118-130.
[12] 郭颖泉, 岑夺丰, 李悦, 等. 卸荷条件下岩体裂隙扩展贯通及能量演化机制[J].地下空间与工程学报,2022,18(5):1521-1531. (Guo Yingquan, Cen Duofeng, Li Yue, et al. Mechanism of Crack Propagation,Coalescence and Energy Evolution of Rock Mass under Unoading Condition[J]. Chinese Journal of Underground Space and Engineering,2022, 18(5):1521-1531. (in Chinese))
[13] 许锡昌, 刘泉声. 高温下花岗岩基本力学性质初步研究[J]. 岩土工程学报, 2000(3): 332-335. (Xu Xichang, Liu Quansheng. A preliminary study on basic mechanical properties for granite at high temperature)[J]. Chinese Journal of Geotechnical Engineering, 2000(3): 332-335. (in Chinese))
[14] Zhang L Y, Mao X B, Lu A H. Experimental study on the mechanical properties of rocks at high temperature[J]. Science China Technological Sciences, 2009, 52(3): 641-646.
[15] 李建林, 陈星, 党莉, 等. 高温后砂岩三轴卸荷试验研究[J]. 岩石力学与工程学报, 2011, 30(8): 1587-1595. (Li Jianlin, Chen Xing, Dang Li, et al. Triaxial unloading test of sandstone after high temperture[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(8): 1587-1595. (in Chinese))
[16] 陈国庆, 李天斌, 何勇华, 等. 深埋硬岩隧道卸荷热-力效应及岩爆趋势分析[J]. 岩石力学与工程学报, 2013, 32(8): 1554-1563. (Chen Guoqing, Li Tianbin, He Yonghua, et al. Thermo-mechanical coupling and rockburst tendency analysis of deep hard rock tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1554-1563. (in Chinese))
[17] Yin T B, Zhuang D D, Li M J, et al. Numerical simulation study on the thermal stressevolution and thermal cracking law of granite under heat conduction[J]. Computers and Geotechnics,2022.148:104813.
[18] 黄润秋, 黄达. 卸荷条件下花岗岩力学特性试验研究[J]. 岩石力学与工程学报, 2008(11): 2205-2213. (Huang Runqiu, Huang Da. Experimental research on mechanical proerties of granites under unloading condition[J]. Chinese Journal of Rock Mechanics and Engineering, 2008(11): 2205-2213. (in Chinese))
[19] 邱士利, 冯夏庭, 张传庆, 等. 不同初始损伤和卸荷路径下深埋大理岩卸荷力学特性试验研究[J]. 岩石力学与工程学报, 2012, 31(8): 1686-1697. (Qiu Shili, Feng Xiating, Zhang Chuanqing, experimental reaserch on mechanical properties of deep marble under diffrent initial damage levels and unloading paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(8): 1686-1697. (in Chinese))
[20] 吴刚, 孙钧. 卸荷应力状态下裂隙岩体的变形和强度特性[J]. 岩石力学与工程学报, 1998(6): 615-621.(Wu Gang, Sun Jun. Deformation and strength characters of jointed rock mass under unloading stress states[J]. Chinese Journal of Rock Mechanics and Engineering, 1998(6): 615-621. (in Chinese))
[21] 李夕兵, 陈正红, 曹文卓, 等. 不同卸荷速率下大理岩破裂时效特性与机理研究[J]. 岩土工程学报, 2017, 39(9): 1565-1574.(Li Xibing, Chen Zhenghong, Cao Wenzhuo, et al. Time-effect properties and mechanisms of marble failure under different unloading rates[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1565-1574. (in Chinese))
[22] Li X B, Chen Z H,Weng L, et al. Unloading responses of pre-flawed rock specimens under different unloading rates(Article)[J]. Transactions of Nonferrous Metals Society of China (English Edition), 2019, 29(7): 1516-1526.
[23] Yang S Q, Jing H W, Huang Y H, et al. Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments[J]. Journal of Structural Geology, 2014, 69: 245-264.
[24] Yang Z, Yang S Q, Chen M.Peridynamic simulation on fracture mechanical behavior of granite containing a single fissure after thermal cycling treatment[J]. Computers and Geotechnics, 2020, 120: 103414.
[25] 龙运丁.真三轴条件下高温裂隙花岗岩的力学及声发射特性研究[D].重庆: 重庆大学,2023. (Long Yunding. Study on the mechanies and acoustic emission characteristics of high temperature treatment fractured graniteunder true triaxial conditions[D]. Chongqing: Chongqing University, 2005.(in Chinese))
[26] 中华人民共和国水利部. 水利水电工程岩石试验规程(SL 264-2001)[S]. 北京: 水利水电出版社, 2001(Ministry of Water Resources of the People's Republic of China. Specifications for rock tests in water conservancy and hydroelectric engineering(SL 264-2001) [S].Beijing: China Water & Power Press, 2001. (in Chinese))
[27] 易婷, 唐建新, 王艳磊. 裂隙倾角及数目对岩体强度和破坏模式的影响[J]. 地下空间与工程学报, 2021, 17(1): 98-106, 134.(Yi Ting, Tang Jianxin, Wang Yanlei. Effect of fracture dip angle and number on mechanical properties and failure modes of rock mass[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(1): 98-106, 134. (in Chinese))
[28] Zhao Z H. Thermal influence on mechanical properties of granite: Amicrocracking perspective[J]. Rock Mechanics and Rock Engineering, 2016,49(3): 747-762.
