[1]史秀志, 陈寿如. 爆破振动信号时频特征的微差时间效应[J]. 湖南科技大学学报(自然科学版), 2008, 23(3): 10-13.
SHI X Z, CHEN S R. Delay time interval effect for the time-frequency characteristic of blast vibration signal [J]. Journal of Hunan University of Science & Technology (Natural Science Edition), 2008, 23(3): 10-13.
[2]刘庆, 康强, 赵明生. 孔内微差爆破数值模拟及试验研究[J]. 矿业研究与开发, 2013, 33(3): 108-110, 121.
LIU Q, KANG Q, ZHAO M S. Numerical simulation and experiment research of in in-hole microsecond blasting [J]. Mining Research and Development, 2013, 33(3): 108-110, 121.
[3]张袁娟, 黄金香, 农冬灵, 等. 某露天矿生产爆破合理微差时间探讨[J]. 煤炭技术, 2013, 32(12): 202-203.
ZHANG Y J, HUANG J X, NONG D L, et al. Study on reasonable millisecond delay time in open-pit mine [J]. Coal Technology, 2013, 32(12): 202-203.
[4] 杨育. 孔间超短延时台阶爆破干扰降振技术[J]. 工程爆破, 2019, 25(3): 53-59.
YANG Y. Interference vibration reduction technique of ultra-short delay step blasting between holes [J]. Engineering Blasting, 2019, 25(3): 53-59.
[5] 侯义辉, 陈航, 王薇, 等. 竖井爆破最佳延时时间的减振控制研究[J]. 工程爆破, 2021, 27(1): 109-115.
HOU Y H, CHEN H, WANG W, et al. Research on vibration reduction control of optimal delay time of shaft blasting [J]. Engineering Blasting, 2021, 27(1): 109-115.
[6]刘翔宇, 龚敏, 吴昊骏, 等. 多因素耦合影响下隧道电子雷管爆破参数的计算与实践[J]. 振动与冲击, 2021, 40(5): 24-32.
LIU X Y, GONG M, WU H J, et al. Calculation and practice of blasting parameters of electronic detonator in tunnel under the influence of multi-factor coupling [J]. Journal of Vibration and Shock, 2021, 40(5): 24-32.
[7] 孟祥栋, 田振农, 王守伟, 等. 城区隧道微震爆破技术研究[J]. 爆破, 2011, 28(4): 6-10.
MENG X D, TIAN Z N, WANG S W, et al. Study on slight vibration technology of tunnel blasting in urban area [J]. Blasting, 2011, 28(4): 6-10.
[8] 傅洪贤, 赵继罡, 高宇璠. 铁路隧道近距下穿地铁隧道的微振爆破技术[J]. 铁道工程学报, 2019, 36(9): 72-78.
FU H X, ZHAO J G, GAO Y F. Micro-vibration blasting technology for railway tunnels beneath existing metro tunnel in short distance [J]. Journal of Railway Engineering Society, 2019, 36(9): 72-78.
[9] 王松青, 张全峰, 汪海波, 等. 武汉地铁区间隧道下穿建筑物爆破振动控制技术研究[J]. 工程爆破, 2020, 26(1): 85-90.
WANG S Q, ZHANG Q F, WANG H B, et al. Research on blasting construction technology in subway tunnel beneath buildings in Wuhan [J]. Engineering Blasting, 2020, 26(1): 85-90.
[10]方俊波. 地铁隧道爆破施工下穿地表建筑物的减振技术研究[J]. 中国工程科学, 2014, 16(11): 58-64.
FANG J B. Study on vibration reduction to adjacent surface building due to subway tunnel blasting [J]. Strategic Study of CAE, 2014, 16(11): 58-64.
[11] 曹杨, 王旭春, 余志伟, 等. 隧道近距下穿老旧建筑物爆破振动监测及减振技术研究[J]. 施工技术, 2017, 46(11): 82-85.
CAO Y, WANG X C, YU Z W, et al. Blasting vibration monitoring and reduction technology of tunnel under-passing aging buildings in a short distance [J]. Construction Technology, 2017, 46(11): 82-85.
[12] 李祥龙, 张其虎, 王建国, 等. 地下爆破精确延时逐孔起爆减振试验研究[J]. 黄金科学技术, 2021, 29(3): 401-410.
LI X L, ZHANG Q H, WANG J G, et al. Experimental study on precise delay hole-by-hole blasting vibration reduction of underground blasting [J]. Gold Science and Technology, 2021, 29(3): 401-410.
[13]任登富, 简中飞, 孟祥栋, 等. 数码雷管错相减震爆破技术在地铁隧道施工中的应用[J]. 爆破, 2020, 37(2): 53-59.
REN D F, JIAN Z F, MENG X D, et al. Application of staggered phase damping blasting technology of electronic detonator in Guiyang Metro Tunnel [J]. Blasting, 2020, 37(2): 53-59.