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Volume 45 Issue 11
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JIANG Wei, GAO Qidong, WANG Yaqiong, YANG Yubo, FAN Yong, LENG Zhendong. Blast vibration characteristics and its isolation scheme selection of existing tunnels in multi-arch tunnels without middle wall[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2367-2377. DOI: 10.11779/CJGE20221041
Citation: JIANG Wei, GAO Qidong, WANG Yaqiong, YANG Yubo, FAN Yong, LENG Zhendong. Blast vibration characteristics and its isolation scheme selection of existing tunnels in multi-arch tunnels without middle wall[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2367-2377. DOI: 10.11779/CJGE20221041
shu

Blast vibration characteristics and its isolation scheme selection of existing tunnels in multi-arch tunnels without middle wall

  • 1.

    School of Highway, Chang'an University, Xi'an 710064, China

  • 2.

    Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges University, Yichang 443002, China

  • 3.

    Gezhouba Group Explosive Co., Ltd., Chongqing 401121, China

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  • Received Date: August 21, 2022
  • Available Online: March 16, 2023
    Graphical Abstract
    • Abstract
  • In the blasting excavation of the following excavating tunnel, it is extremely important to ensure the blasting vibration safety of the existing excavated tunnel, as the traditional middle wall is cancelled in the new multi-arch tunnel and the neighborhood spacing between the following and existing tunnels is very small. In this study, the blasting vibration characteristics of the secondary linings of the excavated tunnel at the side wall are analyzed based on the on-site blasting vibration monitoring at a highway tunnel. Then, based on the inheriting of the explosion pressure simulated by the two-dimensional (2D) fine model into the three-dimensional (3D) real-scale model, a coupling simulation method for blasting dynamic response is established. The distribution laws of the peak particle velocity (PPV) at the longitudinal and cross sections of the excavated tunnel are studied respectively using the aforementioned simulation method. Moreover, the safety control standard of the blasting vibration is calculated according to the fitting relationship between the PPV and the maximum tensile stress of the secondary linings of the excavated tunnel. Finally, the vibration control effects of the excavated tunnel under different vibration isolation schemes are analyzed, and the suitable vibration isolation scheme is recommended considering of the construction feasibility, efficiency and cost, etc. The results indicate that the vibration velocity near the arch-waist and arch-shoulder at the blasting side of the existing tunnel is the largest during the excavation of the following excavating tunnel. Besides, the PPV is governed by the horizontal radial vibration, and it decays faster at the excavated direction than that at the opposite direction. The blasting vibration control standard of the secondary linings of the excavated tunnel is calculated as 24.54 cm/s. The vibration isolation layer can effectively ensure the blasting vibration safety of the excavated tunnel, and the vibration isolation material is recommended as the plate-type L-600 polyethylene closed-cell foam, whose appropriate thickness and height are respectively 5 cm and 5 m. By using the above vibration isolation scheme, the vibration reduction ratios of the arch-waist and arch-shoulder of the exiting tunnel can reach 54.8% and 63.5%. Furthermore, the measured PPVs all do not exceed the safety threshold, and no cracks are found at the secondary linings of the excavated tunnel.
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    • References (22)
  • [1]
    赵东平, 王明年. 小净距交叉隧道爆破振动响应研究[J]. 岩土工程学报, 2007, 29(1): 116-119. http://www.cgejournal.com/cn/article/id/12286

    ZHAO Dongping, WANG Mingnian. Study on influence of blasting vibration on cross tunnels with small clearance[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 116-119. (in Chinese) http://www.cgejournal.com/cn/article/id/12286
    [2]
    刘殿柱, 高全臣, 王鑫尧. 上下交叉隧道爆破振动特性研究[J]. 北京理工大学学报, 2020, 40(12): 1267-1274. https://www.cnki.com.cn/Article/CJFDTOTAL-BJLG202012002.htm

    LIU Dianzhu, GAO Quanchen, WANG Xinyao. Study on blasting vibration characteristics of up and down cross tunnels[J]. Transactions of Beijing Institute of Technology, 2020, 40(12): 1267-1274. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BJLG202012002.htm
    [3]
    于建新, 郭敏, 陈晨, 等. 城市超浅埋小净距隧道爆破振动响应特性研究[J]. 土木工程学报, 2020, 53(增刊1): 272-277. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC2020S1043.htm

    YU Jianxin, GUO Min, CHEN Chen, et al. Blasting vibration response characteristics of urban super-shallow buried small clear distance tunnel[J]. China Civil Engineering Journal, 2020, 53(S1): 272-277. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC2020S1043.htm
    [4]
    钱正富, 徐金峰, 周应新, 等. 红层软岩无中导洞连拱隧道爆破振动控制技术研究[J]. 现代隧道技术, 2020, 57(3): 167-174, 188. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD202003026.htm

    QIAN Zhengfu, XU Jinfeng, ZHOU Yingxin, et al. Monitoring and control technology for blasting vibration of the double-arch tunnel without middle drift in red-bed soft rock[J]. Modern Tunnelling Technology, 2020, 57(3): 167-174, 188. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD202003026.htm
    [5]
    朱正国, 孙明路, 朱永全, 等. 超小净距隧道爆破振动现场监测及动力响应分析研究[J]. 岩土力学, 2012, 33(12): 3747-3752, 3759. doi: 10.16285/j.rsm.2012.12.037

    ZHU Zhengguo, SUN Minglu, ZHU Yongquan, et al. Field monitoring on blasting vibration and dynamic response of ultra-small spacing tunnels[J]. Rock and Soil Mechanics, 2012, 33(12): 3747-3752, 3759. (in Chinese) doi: 10.16285/j.rsm.2012.12.037
    [6]
    贾磊, 解咏平, 李慎奎. 爆破振动对邻近隧道衬砌安全的数值模拟分析[J]. 振动与冲击, 2015, 34(11): 173-177, 211. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201511031.htm

    JIA Lei, XIE Yongping, LI Shenkui. Numerical simulation for impact of blasting vibration on nearby tunnel lining safety[J]. Journal of Vibration and Shock, 2015, 34(11): 173-177, 211. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201511031.htm
    [7]
    何忠明, 蔡军, 黄阜, 等. 基于能量法的连拱隧道钻爆施工对围岩损伤影响分析[J]. 中国公路学报, 2019, 32(9): 143-151, 182. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201909015.htm

    HE Zhongming, CAI Jun, HUANG Fu, et al. Analysis of influence of drilling and blasting construction on surrounding rock damage of multi-arch tunnel based on energy method[J]. China Journal of Highway and Transport, 2019, 32(9): 143-151, 182. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201909015.htm
    [8]
    高宇璠, 傅洪贤, 季相臣, 等. 小净距隧道钻爆施工中夹岩振动规律研究及应用[J]. 岩石力学与工程学报, 2020, 39(增刊2): 3440-3449. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2020S2023.htm

    GAO Yufan, FU Hongxian, JI Xiangchen, et al. Research and application of interlaid rock vibration law in drilling and blasting construction of small clear distance tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(S2): 3440-3449. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2020S2023.htm
    [9]
    李兴华, 龙源, 纪冲, 等. 爆破地震波作用下隧道围岩动应力集中系数分析[J]. 岩土工程学报, 2013, 35(3): 578-582. http://www.cgejournal.com/cn/article/id/14996

    LI Xinghua, LONG Yuan, JI Chong, et al. Dynamic stress concentration factor for tunnel surrounding rock under blasting seismic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 578-582. (in Chinese) http://www.cgejournal.com/cn/article/id/14996
    [10]
    IWANO K, HASHIBA K, NAGAE J, et al. Reduction of tunnel blasting induced ground vibrations using advanced electronic detonators[J]. Tunnelling and Underground Space Technology, 2020, 105: 103556.
    [11]
    石洪超, 张继春. 并行小净距隧道楔形掏槽爆破振动效应研究[J]. 地下空间与工程学报, 2019, 15(2): 607-613, 621. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201902038.htm

    SHI Hongchao, ZHANG Jichun. Blasting vibration effect of wedge cut blasting in parallel small-distance tunnel[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(2): 607-613, 621. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201902038.htm
    [12]
    杜小刚, 程玉泉, 林从谋. 超小净距下穿高铁隧道减振爆破技术[J]. 工程爆破, 2017, 23(2): 44-48. https://www.cnki.com.cn/Article/CJFDTOTAL-GCBP201702008.htm

    DU Xiaogang, CHENG Yuquan, LIN Congmou. Blasting vibration reduction technology for high-speed railway tunnel under ultra-small distance[J]. Engineering Blasting, 2017, 23(2): 44-48. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCBP201702008.htm
    [13]
    崔光耀, 宋博涵, 王道远, 等. 隧道软硬围岩交界段纤维混凝土衬砌抗震性能模型试验研究[J]. 岩石力学与工程学报, 2021, 40(增刊1): 2653-2661. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2021S1007.htm

    CUI Guangyao, SONG Bohan, WANG Daoyuan, et al. Model test study on seismic performance of fiber reinforced concrete lining applied at the interface section of soft and hard surrounding rock of tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(S1): 2653-2661. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2021S1007.htm
    [14]
    戎志丹, 王亚利, 焦茂鹏, 等. 超高性能混凝土的冲击压缩性能及损伤演变规律[J]. 硅酸盐学报, 2021, 49(11): 2322-2330. https://www.cnki.com.cn/Article/CJFDTOTAL-GXYB202111003.htm

    RONG Zhidan, WANG Yali, JIAO Maopeng, et al. Impact compressive performance and damage evolution of ultra-high performance concrete[J]. Journal of the Chinese Ceramic Society, 2021, 49(11): 2322-2330. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GXYB202111003.htm
    [15]
    许红涛, 卢文波, 周小恒. 爆破震动场动力有限元模拟中爆破荷载的等效施加方法[J]. 武汉大学学报(工学版), 2008, 41(1): 67-71, 103. https://www.cnki.com.cn/Article/CJFDTOTAL-WSDD200801016.htm

    XU Hongtao, LU Wenbo, ZHOU Xiaoheng. An equivalent approach for acting blasting load in dynamic finite element simulation of blasting vibration[J]. Engineering Journal of Wuhan University, 2008, 41(1): 67-71, 103. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WSDD200801016.htm
    [16]
    LI H B, XIA X, LI J C, et al. Rock damage control in bedrock blasting excavation for a nuclear power plant[J]. International Journal of Rock Mechanics and Mining Sciences, 2011, 48(2): 210-218.
    [17]
    周海孝, 高启栋, 王亚琼, 等. 隧洞全断面开挖中不同爆破孔作用边界及其诱发振动特性的比较分析[J]. 岩石力学与工程学报, 2022, 41(4): 785-797. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202204008.htm

    ZHOU Haixiao, GAO Qidong, WANG Yaqiong, et al. Comparative analysis of vibration characteristics induced by different kinds of boreholes and their blasting boundaries during full-face tunnel blasting excavation[J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(4): 785-797. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202204008.htm
    [18]
    黄永辉, 刘殿书, 李胜林, 等. 高台阶抛掷爆破速度规律的数值模拟[J]. 爆炸与冲击, 2014, 34(4): 495-500. https://www.cnki.com.cn/Article/CJFDTOTAL-BZCJ201404020.htm

    HUANG Yonghui, LIU Dianshu, LI Shenglin, et al. Numerical simulation on pin-point blasting of sloping surface[J]. Explosion and Shock Waves, 2014, 34(4): 495-500. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BZCJ201404020.htm
    [19]
    混凝土结构设计规范: GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2010.

    Code for Design of Concrete Structures: GB 50010—2010[S]. Beijing: China Architecture and Building Press, 2010. (in Chinese)
    [20]
    抗爆间室结构设计规范: GB 50907—2013[S]. 北京: 中国计划出版社, 2013.

    Design Code for Anti-Explosion Compartment Structure: GB 50907—2013[S]. Beijing: China Planning Press, 2013. (in Chinese)
    [21]
    张建亮, 夏志成, 周竞洋, 等. 密闭空间内三种防爆隔墙的减爆吸能效应分析[J]. 工程力学, 2017, 34(增刊1): 314 - 319. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2017S1054.htm

    ZHANG Jianliang, XIA Zhicheng, ZHOU Jingyang, et al. Analysis on the explosion isolation and absorption effect of three kinds of explosion proof walls in airtight space[J]. Engineering Mechanics, 2017, 34(S1): 314-319. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2017S1054.htm
    [22]
    万晨光, 申爱琴, 王德强. 带裂缝桥面铺装内部动水行为仿真模拟[J]. 哈尔滨工业大学学报, 2016, 48(9): 60-64. https://www.cnki.com.cn/Article/CJFDTOTAL-HEBX201609011.htm

    WAN Chenguang, SHEN Aiqin, WANG Deqiang. Dynamic water behavior simulation of bridge deck pavement with cracks[J]. Journal of Harbin Institute of Technology, 2016, 48(9): 60-64. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HEBX201609011.htm
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