[2] [2] GUO Jian,LI Bing,LIU Guiyong,et al.Study on control of backbreak and underbreak in tunnel excavation by drillingandblasting[J].Engineering Blasting,2021,27(1):7984.(in Chinese)

[4] [4] LIU Dunwen,JIANG Shulin,TANG Yu,et al.Research on smooth blasting technology of tunnel passing through broken vein fault[J].Engineering Blasting,2021,27(2):7984.(in Chinese)

[6] [6] LIU Ganping.Smooth blasting design for large crosssection tunnel excavation[J].Blasting,2019,36(2):6571.(in Chinese)

[8] [8] DING Xiang.Research on the control technology of overunderexcavation of tunnel blasting in interbedded rock masses[J].Journal of Railway Engineering Society,2022,39(3):7580.(in Chinese)

[10] [10] WANG Zhenhao.Smooth blasting technology of huangbaishan tunnel[J].Blasting,2022,39(2):100106.(in Chinese)

[12] [12] YAO Hongrui.Smooth blasting for large crosssection tunneling in weak surrounding rocks[J].Blasting,2020,37(2):4247.(in Chinese)

[14] [14] FAN Yong,SUN Jinshan,JIA Yongsheng,et al.Stress interaction and crack penetration mechanism between smooth blasting holes for tunnel excavation under high insitu stress[J].Chinese Journal of Rock Mechanics and Engineering,2023,42(6):13521365.(in Chinese)

[16] [16] ZHU Yaozhang.Research on blasting control technology of interbedded soft rock tunnel with high crustal stress[J].Northern Communications,2022(12):5760.(in Chinese)

[18] [18] LI Xiangping,GONG Weiyi,ZHANG Zhen.Smooth blasting technology for tunnel inverted arch and its engineering application[J].Blasting,2023，40(2):6974.(in Chinese)

[20] [20] FANG Ning,YANG Chenghe,SUN Junpeng,et al.Study on single and double layer presplitting blasting vibration of ultrasmall clean distance tunnel[J].Railway Engineering,2015(7):5860.(in Chinese)

[22] [22] LI Zhuangqing.The application of a technology of doublerow presplitting blasting in Subway tunnel[D].Dalian:Dalian University of Technology,2016.(in Chinese)

[24] [24] YANG Zhongwu .Study on vibration reduction effect of precrack method around blasting of shallow buried tunnel[J].Mining Technology,2019,19(2):135137.(in Chinese)

[26] [26] WU Bo,WANG Wangyang,XU Shixiang,et al.Application of cumulative presplit blasting technology in Linjiaao tunnel[J].Engineering Blasting,2020,26(3):5562.(in Chinese)

[28] [28] XU Xingjun,HUANG Shurong,CHENG Yuquan.Research on the technology of compound crossing and mixed prespliting blasting network in highway tunnel[J].Journal of Chengdu Technological University,2022,25(3):4750.(in Chinese)

[30] [30] SUN Denglin.Application of doublelayer presplit blasting technology in subway tunnel construction and analysis of damping effect[J].Heilongjiang Science,2023,14(4):141143.(in Chinese)

[32] [32] WEI Hao,XUE Jianglong,CHEN Zongxiang,et al.Experimental study on blasting vibration control of tunnel with large section and soft surrounding rock[J].Railway Engineering,2022,62(3):136140.(in Chinese)

[34] [34] ZHANG Bo.Damage characteristics of surrounding rock for largesection tunnel excavated by bench blasting[J].Blasting,2023,40(1):6976.(in Chinese)

[36] [36] GUO Yao,YUAN Jia.Test study on damage of surrounding rock from smooth and presplit blasting[J].Engineering Blasting,2011,17(4):3135.(in Chinese)

[38] [38] LUO Kaijun.Rational selection of delay time in inhole and betweenholes microsecond blasting[J].Metal Mine,2006(4):46.(in Chinese)

[40] [40] ZHANG Zhicheng,XIONG Wen,LIN Manqing.Discussion of delay interval election of hole by hole initiation[J].Blasting,2011,28(2):4548.(in Chinese)

[42] [42] GUO Kan,LEI Zhan,AI Xin,et al.Discussion on the influence of delay time on rock blasting effect[J].Engineering Blasting,2021,27(2):8590.(in Chinese)

[44] [44] LI Tengfei,ZHONG Dongwang,SI Jianfeng,et al.Numerical simulation research on submarine foundation pit excavation based on energy dissipation blasting technology[J].Blasting,2023,40(1):139146.(in Chinese)

[46] [46] LI Yao,ZHUO Yi,WU Yongsheng,et al.Application of overundercut algorithm in tunnel excavation based on 3D laser scanning technology[J].Railway Standard Design,2021,65(10):200204.(in Chinese)