[1]邓华锋,王哲,李建林,等.岩石力学试验中缺陷岩样抗压强度修正方法[J].地下空间与工程学报,2017,13(2):307-313.(Deng Huafeng, Wang Zhe, Li Jianlin, et al. Compressive Strength Correction Method of Flaw Sample in Rock Mechanics Test [J]. Chinese Journal of Underground Space and Engineering, 2017,13 (2): 307-313. (in Chinese))
[2]汤雷,洪晓林.地下工程岩石力学本构试验的失真过程[J].岩土工程学报,2004,26(3):335-339.(Tang Lei, Hong Xiaolin.Distortion course of rock mechanics constitutive experiment in underground engineering[J].Chinese Journal of geotechnical engineering,2004,26(3):335-339.(in Chinese))
[3]赵阳升.岩体力学发展的一些回顾与若干未解之百年问题[J].岩石力学与工程学报,2021,40(7):1297-1336. (Zhao Yangsheng. Retrospection on the development of rock mass mechanics and the summary of some unsolved centennial problems[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(7): 1297-1336.(in Chinese))
[4]左永振,赵娜,周跃峰.砾石土心墙料的强度与变形特性试验研究[J].岩土工程学报,2020,42(S1):100-104. (Zuo Yongzhen, Zhao Na, Zhou Yuefeng.Experimental study on strength and deformation characteristics of gravelly soil core materials[J].Chinese Journal of geotechnical engineering,2020,42(S1): 100-104.(in Chinese))
[5]张玉,邵生俊,刘瑾,等.侧向卸载条件下原状黄土侧向应力-应变新模型[J].地下空间与工程学报,2019,15(S1):112-119. (Zhang Yu, Shao Shengjun, Liu Jin, et al. A new model for lateral stress-strain of intact loess under lateral unloading condition [J].Chinese Journal of Underground Space and Engineering, 2019, 15 (S1): 112-119.(in Chinese))
[6]Wen D, Kong B, Wang S,et al.Effect of hydrogen on the flow behavior of a TiAl based alloy during plane strain compression at elevated temperature[J]. International Journal of Hydrogen Energy, 2019, 45(7),4897-4909.
[7]XuL,Xiang M, Wang J,et al.materials Analysis and Characterization on Dynamic Recrystallization in Casting AZ31 Mg Alloys Under Plane Strain Compression[J].Materials, 2020,13(7),522.
[8]Ye G, Feng Z,Yashima A, et al.Influence of Membrane and Filter Paper on Plane-Strain Testing of Soft Sedimentary Rock[J].Geotechnical Testing Journal, 2007, 30(6):442-453.
[9]Wan Z, Liu Y. A new generalized failure criterion and its plane strain strength characteristics[J].Archive of Applied Mechanics, 2023, 93(4): 1699-1723.
[10]Kang Q, Zhang W, Huang G, et al.Theoretical and experimental bifurcation analysis of rock under plane strain compression[J].Arabian Journal of Geosciences. 2019, 12(23): 712.
[11]Spetz A, Denzer R, Tudisco E, et al.Phase-field fracture modelling of crack nucleation and propagation in porous rock[J]. International Journal of Fracture, 2020, 224(1):31-46.
[12]尹光志,黄滚,李东伟,等. 岩石平面应变仪[P]. 重庆市:CN100557377C, 2009-11-04.(Yin Guangzhi, Huang Kun, Li Dongwei, et al Rock plane strain gauge [P]. Chongqing: CN100557377C, 2009-11-04.(in Chinese))
[13]黄滚,尹光志,王维忠.一种新型岩石类材料平面应变实验装置的研制和应用[J].重庆大学学报,2009,32(5):566-571+581.(Huang Gun, Yin Guangzhi, Wang Weizhong. Development and application of a new plain strain apparatus for testing rock-like materials [J]. Journal of Chongqing University, 2009,32 (5): 566-571 + 581.(in Chinese))
[14]汤雷,王五平.地下工程围岩的平面应变实验技术[J].西安科技大学学报,2006,26(2):175-178+188.(Tang Lei, Wang Wuping.Plane-strain model test rig for surrounding rock in underground engineering[J].Journal of Xi'an University of science and technology,2006,26(2):175-178+188.(in Chinese))
[15]王涛,韩彦辉,朱永生,等.PFC2D/3D颗粒离散元计算方法及应用[M].中国建筑工业出版社.北京.2020.(Wang Tao, Han Yanhui, Zhu Yongsheng, et al.PFC2D/3D particle discrete element method and application[M].China Construction Industry Press.Beijing.2020.(in Chinese))
[16]POTYONDY D O, CUNDALL P A. A Bonded-particle Model for Rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8):1329-1364.
[17]刘宁,张春生,褚卫江.深埋隧洞开挖损伤区的检测及特征分析[J].岩土力学,2011,32(增2):526-531,538.(Liu Ning, Zhang Chunsheng, Chu Weijiang. Detection and characteristic analysis of excavation damage area of deep tunnel [J]. Rock and Soil Mechanics, 2011,32 (Supp.2): 526-531, 538.(in Chinese))
[18]崔臻,侯靖,吴旭敏,等.脆性岩体破裂扩展时间效应对引水隧洞长期稳定性影响研究[J].岩石力学与工程学报,2014,33(5):983-995.(Cui Zhen, Hou Jing, Wu xumin, et al. Influence Of Time-Dependent Of Crack Propagation Of Brittle Rock On Long-Term Stability Of Jinping Waterdiversion Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(5): 983-995.(in Chinese))
[19]Sun M J, Tang H M, Hu X L, et al. Microparameter Prediction for a Triaxial Compression PFC3D Model of Rock Using Full Factorial Designs and Artificial Neural Networks[J]. Geotechnical & Geological Engineering, 2013, 31(4):1249-1259.
[20]Huang Y H, Yang S Q, Zhao J . Three-Dimensional Numerical Simulation onTriaxial Failure Mechanical Behavior of Rock-Like Specimen Containing Two Unparallel Fissures[J]. Rock Mechanics & Rock Engineering, 2016, 49(12):1-19.
[21]Sarfarazi V,Haeri H, Safavi S,et al.Interaction between two neighboring tunnel using PFC2D[J].Structural Engineering & Mechanics, 2019, 71(1):77-87.
[22]黄明智,李新平,王刚,等.三轴压缩条件下单裂隙花岗岩破坏特性研究[J].地下空间与工程学报,2022,18(4):1208-1218. (Huang Zhiming, Li Xinping, Wang Gang, et al. Study on the failure characteristics of single- fissured granite under triaxial compression condition[J].Chinese Journal of Underground Space and Engineering, 2022,18 (4): 1208-1218. (in Chinese))
[23]崔嘉慧,梁奇锋.基于PFC~(3D)模型的岩石宏细观力学参数相关性研究[J].科技通报,2019,35(10):8-15.(Cui Jiahui, Liang Qifeng.Study on correlation between macro and micro mechanical parameters of rock based on PFC~(3D) model[J].Science and Technology Bulletin, 2019,35 (10): 8-15.(in Chinese))
[24]徐荃.花岗岩峰后变形特点与脆性关系研究[D].辽宁:东北大学,2014.(Xu Quan. Research about post-peak deformation features and brittleness index of granite[D].Northeastern University,2014.(in Chinese))
[25]刘基程,马林建,张宁,等.岩石变形破坏过程的能量演化研究进展[J].地下空间与工程学报,2021,17(3):975-986. (Liu Jicheng, Ma Linjian, Zhang Ning, et al. Research progress on energy evolution in the process of rock deformation and failure[J]. Chinese Journal of Underground Space and Engineering, 2021,17(3): 975-986. (in Chinese))
[26]李晓照,戚承志,邵珠山.岩石裂纹扩展诱发的强度弱化模型研究[J].地下空间与工程学报,2020,16(1):26-34. (Li Xiaozhao, Qi Chengzhi, Shao Zhushan.Study on strength weakening model induced by microcrack growth in rocks[J]. Chinese Journal of Underground Space and Engineering, 2020,16(1): 26-34. (in Chinese))
[27]许向红.岩石的细观非均匀性对其宏观变形、损伤和灾变的影响[D].武汉:中国科学院武汉岩土力学研究所.2005.(Xu Xianghong. Influence of meso heterogeneity of rock on macro deformation, damage and catastrophe.[D]. University of Chinese Academy of Sciences.2005.(in Chinese))
