[1] DOWDING C H. Suggested method for blast vibration monitoring [J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1992, 29(2): 145–156. doi: 10.1016/0148-9062(92)92124-U
[2] JIANG N, ZHOU C B. Blasting vibration safety criterion for a tunnel liner structure [J]. Tunnelling and Underground Space Technology, 2012, 32: 52–57. doi: 10.1016/j.tust.2012.04.016
[3] XU T. Blasting vibration safety criterion of surrounding rock of a circular tunnel [J]. Geotechnical and Geological Engineering, 2019, 37(4): 3077–3084. doi: 10.1007/s10706-019-00826-z
[4] LI Y X, WANG Z B, LUO Q Q, et al. Stability analysis of civil air defense tunnel under blasting vibration [J]. Journal of Vibroengineering, 2024, 26(4): 892–903. doi: 10.21595/jve.2024.23892
[5] XUE F, XIA C C, LI G L, et al. Safety threshold determination for blasting vibration of the lining in existing tunnels under adjacent tunnel blasting [J]. Advances in Civil Engineering, 2019(1): 8303420. doi: 10.1155/2019/8303420
[6] HOU S J, XIE F, TIAN S K, et al. Effects of blasting vibrations on an arch in the Jiaohuayu tunnel described by energy response spectrum analysis [J]. Applied Sciences, 2022, 12(22): 11395. doi: 10.3390/app122211395
[7] 凌同华. 爆破震动效应及其灾害的主动控制 [D]. 长沙: 中南大学, 2004. LING T H. Blast vibration effect and initiative control of vibrational damage [D]. Changsha: Central South University, 2004.
[8] 张在晨, 林从谋, 黄志波, 等. 隧道爆破近区振动的预测方法 [J]. 爆炸与冲击, 2014, 34(3): 367–372. doi: 10.11883/1001-1455(2014)03-0367-0 ZHANG Z C, LIN C M, HUANG Z B, et al. Prediction of blasting vibration of area near tunnel blasting source [J]. Explosion and Shock Waves, 2014, 34(3): 367–372. doi: 10.11883/1001-1455(2014)03-0367-0
[9] 杨润强, 严鹏, 王高辉, 等. 地应力水平对深埋隧洞爆破振动频谱结构的影响 [J]. 爆炸与冲击, 2019, 39(5): 055201. YANG R Q, YAN P, WANG G H, et al. Effect of in-situ stress level on frequency spectrum of blasting vibration in a deep-buried tunnel [J]. Explosion and Shock Waves, 2019, 39(5): 055201.
[10] 刘家明, 张俊儒, 王智勇, 等. 硬质地层下近接隧道爆破振动影响分区及动力响应研究 [J]. 现代隧道技术, 2023, 60(2): 125–137. doi: 10.13807/j.cnki.mtt.2023.02.014 LIU J M, ZHANG J R, WANG Z Y, et al. Impact zoning and dynamic response to blasting vibration in adjacent tunnel under hard rock strata [J]. Modern Tunnelling Technology, 2023, 60(2): 125–137. doi: 10.13807/j.cnki.mtt.2023.02.014
[11] 薛方方, 胡广柱, 张建伟, 等. 深埋倾斜式压力钢管壁厚与间隙参数的敏感性分析 [J]. 华北水利水电大学学报(自然科学版), 2021, 42(6): 8–13. doi: 10.19760/j.ncwu.zk.2021074 XUE F F, HU G Z, ZHANG J W, et al. Sensitivity analysis of wall thickness and clearance parameters of deep buried inclined penstock [J]. Journal of North China University of Water Resources and Electric Power (Natural Science Edition), 2021, 42(6): 8–13. doi: 10.19760/j.ncwu.zk.2021074
[12] 苏凯, 杨逢杰, 年夫喜, 等. 超深埋隧洞防渗排水措施与衬砌外水压力分布规律 [J]. 中南大学学报(自然科学版), 2024, 55(6): 2222–2235. doi: 10.11817/j.issn.1672-7207.2024.06.015 SU K, YANG F J, NIAN F X, et al. Anti-seepage and drainage measures of ultra-deep buried tunnel and distribution law of external water pressure of lining [J]. Journal of Central South University (Science and Technology), 2024, 55(6): 2222–2235. doi: 10.11817/j.issn.1672-7207.2024.06.015
[13] 费鸿禄, 郭玉新. 基于LS-DYNA的交错扇形深孔崩落法排间间隔时间优化研究 [J]. 中国安全生产科学技术, 2022, 18(4): 127–134. doi: 10.11731/j.issn.1673-193x.2022.04.018 FEI H L, GUO Y X. Study on optimized selection for row interval time of staggered sector deep-hole caving method based on LS-DYNA [J]. Journal of Safety Science and Technology, 2022, 18(4): 127–134. doi: 10.11731/j.issn.1673-193x.2022.04.018
[14] 金键, 侯海量, 陈鹏宇, 等. PMT水下内爆冲击波强度与传播特性研究 [J]. 振动与冲击, 2018, 37(13): 100–104, 122. doi: 10.13465/j.cnki.jvs.2018.13.015 JIN J, HOU H L, CHEN P Y, et al. Shock wave intensity and propagation features of a PMT’s underwater implosion [J]. Journal of Vibration and Shock, 2018, 37(13): 100–104, 122. doi: 10.13465/j.cnki.jvs.2018.13.015
[15] 刘江超, 高文学, 张声辉, 等. 水间隔装药孔壁爆炸应力分布规律 [J]. 兵工学报, 2021, 42(12): 2646–2654. doi: 10.3969/j.issn.1000-1093.2021.12.012 LIU J C, GAO W X, ZHANG S H, et al. Distribution law of explosion stress on hole wall of water interval charge [J]. Acta Armamentarii, 2021, 42(12): 2646–2654. doi: 10.3969/j.issn.1000-1093.2021.12.012
[16] XIE L X, LU W B, ZHANG Q B, et al. Damage evolution mechanisms of rock in deep tunnels induced by cut blasting [J]. Tunnelling and Underground Space Technology, 2016, 58: 257–270. doi: 10.1016/j.tust.2016.06.004
[17] LIU K, LI Q Y, WU C Q, et al. A study of cut blasting for one-step raise excavation based on numerical simulation and field blast tests [J]. International Journal of Rock Mechanics and Mining Sciences, 2018, 109: 91–104. doi: 10.1016/j.ijrmms.2018.06.019
[18] 管晓明, 傅洪贤, 王梦恕, 等. 隧道爆破振动下砌体结构局部动力反应研究 [J]. 现代隧道技术, 2017, 54(3): 135–141. doi: 10.13807/j.cnki.mtt.2017.03.019 GUAN X M, FU H X, WANG M S, et al. Local dynamic response of a masonry structure to the vibrations of tunnel blasting [J]. Modern Tunnelling Technology, 2017, 54(3): 135–141. doi: 10.13807/j.cnki.mtt.2017.03.019
[19] 左壮壮. 露天矿爆破作用下邻近巷道围岩的振动控制及损伤规律研究 [D]. 阜新: 辽宁工程技术大学, 2023: 13–14. ZUO Z Z. Study on vibration control and damage law of surrounding rock of adjacent roadway under open-pit blasting [D]. Fuxin: Liaoning Technical University, 2023: 13–14.
[20] 曹明星, 严松宏, 郑永强, 等. 邻近隧道爆破振动响应分析 [J/OL]. 工程爆破(2023-10-25)[2024-10-29]. https://doi.org/10.19931/j.EB.20230100. CAO M X, YAN S H, ZHENG Y Q, et al. Analysis of blasting vibration response of adjacent tunnel [J/OL]. Engineering Blasting (2023-10-25)[2024-10-29]. https://doi.org/10.19931/j.EB.20230100.
[21] CAO H Q, WANG D Y, GUO J F, et al. Blasting safety criterion of existing high speed railway tunnel over tunnel [J]. Journal of Vibroengineering, 2024, 26(7): 1670–1685. doi: 10.21595/jve.2024.24186