刘洪涛，刘勤裕，韩子俊，陈子晗，韩 洲. 基于三轴压缩的脆性煤体力学性质及其本构关系研究[J]. 岩石力学与工程学报, 2023, 42(12): 2932-2944.
LIU Hongtao，LIU Qinyu，HAN Zijun，CHEN Zihan，HAN Zhou. Study on mechanical properties and constitutive relation of brittle coal based on triaxial compression. , 2023, 42(12): 2932-2944.
[1] 谢和平，高 峰，鞠 杨. 深部岩体力学研究与探索[J]. 岩石力学与工程学报，2015，34(11)：2 161–2 178.(XIE Heping，GAO Feng，JU Yang. Research and development of rock mechanics in deep ground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(11)：2 161–2 178.(in Chinese))
[2] 王伟东，苏承东，孟亚周. 基于煤层顶底板岩石力学参数的综采技术可行性研究[J]. 煤炭科学技术，2018，46(12)：113–118.(WANG Weidong，SU Chengdong，MENG Yazhou. Feasibility study on fully-mechanized technology based on rock mechanics parameters of roof and floor[J]. Coal Science and Technology，2018，46(12)：113–118.(in Chinese))
[3] 翟新献，翟俨伟，刘勤裕，等. 冲击作用下含水煤样能量吸收和耗散规律及本构关系研究[J]. 振动与冲击，2023，42(6)：202–211. (ZHAI Xinxian，ZHAI Yanwei，LIU Qinyu，et al. Energy absorption and dissipation and the constitutive relation of water-bearing coal specimens under impact load[J]. Journal of Vibration and Shock，2023，42(6)：202–211.(in Chinese))
[4] 丁 鑫，肖晓春，潘一山，等. 单轴压缩条件下不同冲击倾向性煤岩损伤与破碎能演化规律研究[J]. 采矿与安全工程学报，2022，39(3)：517–526.(DING Xin，XIAO Xiaochun，PAN Yishan，et al. Study on damage evolution and fracture energy of coal with different bursting liability under uniaxial compressive test[J]. Journal of Mining and Safety Engineering，2022，39(3)：517–526.(in Chinese))
[5] JAEGER J C，COOK N G W，ZIMMERMAN R W. Fundamentals of rock mechanics[M]. 4th ed. UK：Blackwell Publishing，2007：9–60.
[6] 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)：1 965–1 971.(ZHANG Ming，WANG Fei，YANG Qiang. Statistical damage constitutive model for rocks based on triaxial compression tests[J]. Chinese Journal of Geotechnical Engineering，2013，35(11)：1 965–1 971.(in Chinese))
[7] 张向东，蔡冀奇，唐楠楠，等. 深部砂岩力学特性试验与本构模型[J]. 煤炭学报，2019，44(7)：2 087–2 093.(ZHANG Xiangdong，CAI Jiqi，TANG Nannan，et al. Experimental study on mechanical properties of deep sandstone and its constitutive model[J]. Journal of China Coal Society，2019，44(7)：2 087–2 093.(in Chinese))
[8] 刘冬桥. 岩石损伤本构模型及变形破坏过程的混沌特征研究[博士学位论文][D]. 北京：中国矿业大学，2014.(LIU Dongqiao. Study on rock damage constitutive model and chaos characteristics in the process of deformation and failure[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology，2014.(in Chinese))
[9] 卢允德，葛修润，蒋 宇，等. 大理岩常规三轴压缩全过程试验和本构方程的研究[J]. 岩石力学与工程学报，2004，23(15)：2 489–2 493. (LU Yunde，GE Xiurun，JIANG Yu，et al. Study on conventional triaxial compression test of complete process for marble and its constitutive equation[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(15)：2 489–2 493.(in Chinese))
[10] 汪 泓，杨天鸿，于庆磊，等. 不同围压条件下榆横矿区砂岩力学特性和本构关系[J]. 煤炭学报，2015，40(增2)：320–327.(WANG Hong，YANG Tianhong，YU Qinglei，et al. Constitutive relationship of the sandstone from Yuheng mining area under different confining pressures[J]. Journal of China Coal Society，2015，40(Supp.2)：320–327.(in Chinese))
[11] 曹文贵，方祖烈，唐学军. 岩石损伤软化统计本构模型之研究[J]. 岩石力学与工程学报，1998，27(6)：628–633.(CAO Wengui，FANG Zulie，TANG Xuejun. Study on the statistical damage constitutive model of rocks[J]. Chinese Journal of Rock Mechanics and Engineering，1998，17(6)：628–633.(in Chinese))
[12] 曹文贵，赵明华，刘成学. 基于统计损伤理论的莫尔–库仑岩石强度判据修正方法之研究[J]. 岩石力学与工程学报，2005，14(14)：2 403–2 408.(CAO Wengui，ZHAO Minghua，LIU Chengxue. Research on correction method of Mohr-Coulomb rock strength criterion based on statistical damage theory[J]. Chinese Journal of Rock Mechanics and Engineering，2005，14(14)：2 403–2 408(in Chinese))
[13] 曹文贵，赵明华，刘成学. 基于Weibull分布的岩石损伤软化模型及其修正方法研究[J]. 岩石力学与工程学报，2004，23(19)：3 226–3 231.(CAO Wengui，ZHAO Minghua，LIU Chengxue. Study on the model and its modifying method for rock softening and damage based on Weibull random distribution[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(19)：3 226–3 231.(in Chinese))
[14] 尤明庆. 岩样三轴压缩的破坏形式和Coulomb准则[J]. 地质力学学报，2002，8(2)：179–185.(YOU Mingqing. Failure mode of rock sample under triaxial compression and Coulomb strength criterion[J]. Journal of Geomechanics，2002，8(2)：179–185.(in Chinese))
[15] 尤明庆. 基于黏接、摩擦承载特性对岩石变形破坏的研究[J]. 地质力学学报，2005，11(2)：288–292.(YOU Mingqing. Study of deformation and failure of rock based on properties of cohesion and friction[J]. Journal of Geomechanics，2005，11(2)：288–292.(in Chinese))
[16] 刘 刚，李 明. 煤岩单轴与三轴压缩试验研究[J]. 煤矿安全，2013，44(7)：4–6.(LIU Gang，LI Ming. Experimental study of coal rock uniaxial and triaxial compression[J]. Safety in Coal Mines，2013，44(7)：4–6.(in Chinese))
[17] 谢和平. 岩石混凝土损伤力学[M]. 徐州：中国矿业大学出版社，1990：9–10.(XIE Heping. Mechanics of rock and concrete damage[M]. Xuzhou：China University of Mining and Technology，1990：9–10.(in Chinese))
[18] 单仁亮，程瑞强，高文蛟. 云驾岭煤矿无烟煤的动态本构模型研究[J]. 岩石力学与工程学报，2006，25(11)：2 258–2 263.(SHAN Renliang，CHENG Ruiqiang，GAO Wenjiao. Experimental study on dynamic constitutive characteristics of anthracite of Yunjialing Coal Mine[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(11)：2 258–2 263.(in Chinese))
[19] 谢理想，赵光明，孟祥瑞. 岩石在冲击载荷下的过应力本构模型研究[J]. 岩石力学与工程学报，2013，32(增1)：2 772–2 781.(XIE Lixiang，ZHAO Guangming，MENG Xiangrui. Research on excess stress constitutive model of rock under impact load[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(Supp.1)：2 772–2 781. (in Chinese))
[20] 李地元，谢 涛，李夕兵，等. Mogi-Coulomb强度准则应用于岩石三轴卸荷破坏试验的研究[J]. 科技导报，2015，33(19)：84–90.(LI Diyuan，XIE Tao，LI Xibin，et al. On the Mog-Coulomb strength criterion as applied to rock triaxial unloading test[J]. Science and Technology Review，2015，33(19)：84–90.(in Chinese))
[21] 尤明庆. 统一强度理论的试验数据拟合及评价[J]. 岩石力学与工程学报，2008，27(11)：2 193–2 204.(YOU Mingqing. Fitting and evaluation of test data using unified strength theory[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(11)：2 193–2 204.(in Chinese))
[22] 石 崇，蒋新兴，朱珍德，等. 基于Hoek-Brown准则的岩石损伤本构模型研究及其参数探讨[J]. 岩石力学与工程学报，2011，30(增1)：2 647–2 652.(SHI Chong，JIANG Xinxing，ZHU Zhende，et al. Study of rock damage constitutive model and discussion of its parameters based on Hoek-Brown criterion[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.1)：2 647–2 652.(in Chinese))
[23] MOGI K. Experimental rock mechanics[M]. London：CRC Press，2007：113–130.
[24] AL-AJMI A M，ZIMMERMAN R W. Relation between the Mogi and the Coulomb failure criteria[J]. International Journal of Rock Mechanics and Mining Sciences，2005，42(3)：431–439.
[25] AL-AJMI A M，ZIMMERMAN R W. Stability analysis of vertical boreholes using the Mogi-Coulomb failure criterion[J]. International Journal of Rock Mechanics and Mining Sciences，2006，43(8)：1 200–1 211.
[26] 王渭明，赵增辉，王 磊. 考虑刚度和强度劣化时弱胶结软岩巷道围岩的弹塑性损伤分析[J]. 采矿与安全工程学报，2013，30(5)：679–685.(WANG Weiming，ZHAO Zenghui，WANG Lei. Elastic-plastic damage analysis for weakly consolidated surrounding rock regarding stiffness and strength cracking[J]. Journal of Mining and Safety Engineering，2013，30(5)：679–685.(in Chinese))
[27] 徐卫亚，韦立德. 岩石损伤统计本构模型的研究[J]. 岩石力学与工程学报，2002，21(6)：787–791.(XU Weiya，WEI Lide. Study on statistical damage constitutive model of rock[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(6)：787–791.(in Chinese))
[28] 蔡 武，窦林名，韩荣军，等. 基于损伤统计本构模型的煤层冲击倾向性研究[J]. 煤炭学报，2011，36(增2)：346–352.(CAI Wu，DOU Linming，HAN Rongjun，et al. Bursting liability of coal based on damage statistical constitutive model[J]. Journal of China Coal Society，2011，36(Supp.2)：346–352.(in Chinese))
[29] 周维垣，吴 澎，杨若琼. 节理岩体的损伤模型[C]// 岩石力学新进展. 沈阳：东北工学院出版社，1989：44–61.(ZHOU Weiyuan，WU Peng，YANG Ruoqiong. Damage model of jointed rock mass[C]// New Advances in Rock Mechanics. Shenyang：Press of Northeast University of Technology，1989：44–61.(in Chinese))
[30] 袁 超，王卫军，赵延林，等. 考虑岩体塑性硬化与软化特性的巷道围岩变形理论分析[J]. 煤炭学报，2015，40(增2)：311–319. (YUAN Chao，WANG Weijun，ZHAO Yanlin，et al. Theoretical analysis on roadway surrounding rock deformation based on the properties of rock plastic hardening and softening[J]. Journal of China Coal Society，2015，40(Supp.2)：311–319.(in Chinese))
[31] 李文婷，李树忱，冯现大，等. 基于莫尔–库仑准则的岩石峰后应变软化力学行为研究[J]. 岩石力学与工程学报，2011，30(7)： 1 460–1 466.(LI Wenting，LI Shuchen，FENG Xianda，et al. Study of post-peak strain softening mechanical properties of rock based on Mohr-Coulomb criterion[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(7)：1 460–1 466.(in Chinese))
[32] 周 辉，张 凯，冯夏庭，等. 脆性大理岩弹塑性耦合力学模型研究[J]. 岩石力学与工程学报，2010，29(12)：2 398–2 409.(ZHOU Hui，ZHANG Kai，FENG Xiating，et al. Elastoplastic coupling mechanical model for brittle marble[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(12)：2 398–2 409.(in Chinese))
[33] 杨圣奇，徐卫亚，韦立德，等. 单轴压缩下岩石损伤统计本构模型与试验研究[J]. 河海大学学报：自然科学版，2004，32(2)：200–203.(YANG Shengqi，XU Weiya，WEI Lide，et al. Rock damage constitutive model and experimental study under uniaxial compression[J]. Journal of Hehai University：Natural Science，2004，32(2)：200–203.(in Chinese))
[34] 刘洪永，程远平，赵长春，等. 采动煤岩体弹脆塑性损伤本构模型及应用[J]. 岩石力学与工程学报，2010，29(2)：358–365.(LIU Hongyong，CHENG Yuanping，ZHAO Changchun，et al. Constitutive model for elastic-brittle-plastic damage of coal rock mass due to mining and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(2)：358–365.(in Chinese))
[35] 任柱安. 综放开采回采巷道两帮钻孔卸压防冲技术研究[硕士学位论文][D]. 焦作：河南理工大学，2023.(REN Zhu?an. Study on boreborehole distressing and impact prevention of gateway two sides in longwall caving mining[M. S. Thesis][D]. Jiaozuo：Henan Polytechnic University，2023.(in Chinese))
2023, Vol. 42 
