[2] [2] WANG Jian-guo,LIANG Shu-feng,GAO Quan-chen,et al.Experimental study on the influence of joint inclination on rock-like impact energy transfer[J].Journal of Central South University(Natural Science Edition),2018,49(5): 1237-1243.(in Chinese)

[4] [4] LI Ji-ye,KANG Qiang,ZHAO Ming-sheng,et al.Similar model test on propagation attenuation law of blasting vibration in jointed rock mass[J].Blasting,2022,39(2): 30-35,74.(in Chinese)

[6] [6] YANG Ren-shu,XU Peng,YANG Li-yun,et al.Study on the propagation law of explosion stress wave in jointed rock mass[J].Metal Mine,2016(6): 49-54.(in Chinese)

[8] [8] XU Bang-shu,ZHANG Wan-zhi,SHI Wei-hang,et al.Experimental study on blasting parameters of tunnel excavation in jointed fractured layered rock mass[J].Journal of China University of Mining and Technology,2019,48(6): 1248-1255.(in Chinese)

[10] [10] KANG Yue-ming.Numerical simulation study on the variation law of surrounding rock stress in high ground stress double tunnel construction[J].Energy and Environmental Protection,2022,44(6): 272-278.DOI: 10.19389/j.cnki.1003-0506.2022.06.043.(in Chinese)

[12] [12] MEI Yong,LV Yu-zheng,SUN Miao-jun.Influence of ground stress and rock tensile strength on double-hole blasting[J].Science and Technology and Engineering,2022,22(19): 8509-8514.(in Chinese)

[14] [14] HUANG Xin-yu,JI Qiang,ZHANG Xian-tang,et al.Numerical simulation study on rock breaking mechanism of four-hole cut blasting under ground stress[J].Journal of Shandong University of Science and Technology(Natural Science Edition),2022,41(2): 60-69.(in Chinese)

[16] [16] CUI Zheng-rong,WANG Yu,YI Hai-bao,et al.Numerical simulation and experimental study on rock mass damage of double-hole blasting under deep high ground stress conditions[J].Blasting,2019,36(2): 59-64.(in Chinese)

[18] [18] YANG Jian-hua,WU Ze-nan,YAO Chi,et al.Study on the influence of ground stress on rock blasting cracking and explosion seismic wave[J].Vibration and Impact,2020,39(13): 64-70,90.(in Chinese)

[19] [19] DONZE F V, BOUCHEZ J, MAGNIEＲ S A. Modeling fractures in rock blasting［J］. International Journal of Ｒock Mechanics and Mining Sciences, 1997, 34(8): 1153-1163.

[21] [21] LI Qi-yue,HUANG Wu-lin,WU Zheng-yu,et al.Theoretical research and numerical simulation of rock breaking under different in-situ stress conditions[J].China Safety Production Science and Technology,2016,12(11): 57-62.(in Chinese)

[22] [22] Q Fang,X Z Kong,H Wu,et al.Method for determining parameters of rock Holmquist Johnson cook model[J].Engineering Mechanics,2014,31(3): 197-204.

[24] [24] DING Huang-ping.Study on blasting forming effect of joint fractured rock mass tunnel[D].Changchun: Jilin University,2009.(in Chinese)

[26] [26] LIU Jiang-chao,GAO Wen-xue,WANG Lin-tai,et al.Numerical analysis and application of charge structure optimization of water seal blasting[J].Vibration and Impact,2020,39(9): 57-62,96.(in Chinese)

[28] [28] WANG Ping.Optimization of blasting parameters for wedge cut of large section tunnel[D].Nanning: Guangxi University,2020.(in Chinese)

[30] [30] LI Fu-qiang.Numerical simulation of empty hole wedge cut blasting[D].Beijing: Beijing Institute of Technology,2018.(in Chinese)

[32] [32] HE Qi.Research on the damage mechanism and control of deep tunnel blasting excavation[D].Wuhan: Wuhan University,2017.(in Chinese)

[34] [34] WANG Wei-hua,ZHANG Heng-gen,LI Xi-bing.Tensile and compressive damage model of rock under blasting load[J].Journal of Central South University(Natural Science Edition),2021,52(11): 3918-3929.(in Chinese)

[36] [36] CHEN Han-lin.Study on the influence of blasting excavation damage zone on the stability of rock slope[D].Nanchang: Nanchang University,2021.(in Chinese)

[38] [38] JI Ling,ZHOU Chuan-bo,ZHANG Bo,et al.Study on dynamic response characteristics and damage effect of surrounding rock under blasting of large section tunnel[J].Journal of Railway,2021,43(7): 161-168.(in Chinese)