Volume 39 Issue 5
Oct.  2025
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(5): 716-723
Huang Xiaoming, Wang Huan, He Yanfang, Zeng Zhuo, Xue Yuyang, Xie Zhuoxiong, Wang Bo. Influence of blasting construction of small spacing tunnel on dynamic response of cavity tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(5): 716-723. doi: 10.20265/j.cnki.issn.1007-2993.2024-0344
Citation: Huang Xiaoming, Wang Huan, He Yanfang, Zeng Zhuo, Xue Yuyang, Xie Zhuoxiong, Wang Bo. Influence of blasting construction of small spacing tunnel on dynamic response of cavity tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(5): 716-723. doi: 10.20265/j.cnki.issn.1007-2993.2024-0344
shu

Influence of blasting construction of small spacing tunnel on dynamic response of cavity tunnel

doi: 10.20265/j.cnki.issn.1007-2993.2024-0344
  • 1.

    Guangdong Road and Bridge Construction and Development Co., Ltd., Guangzhou 510000, Guangdong, China

  • 2.

    CCCC first Highway Survey and Design Research Institute Co., Ltd., Xi’an 710075, Shaanxi, China

  • 3.

    Guangdong Communication Planning & Design Institute Group Co., Ltd., Guangzhou 510440, Guangdong, China

  • 4.

    State Key Laboratory of Intelligent Geotechnics and Tunnelling, Chengdu 610031, Sichuan, China

  • Received Date: 2024-07-24
  • Accepted Date: 2024-10-29
  • Rev Recd Date: 2024-10-24
  • Publish Date: 2025-10-10
    Abstract
  • Based on the reconstruction and expansion project of the existing Danjiashao tunnel, and considering the actual distribution law of the defects after the lining of the existing tunnel, the influence of different distribution positions and sizes of the cavities behind the lining on the response law of structural blasting vibration under various surrounding rock conditions was studied. The results show that the influence of the cavity behind the lining on the vibration response of the existing tunnel lining is different under different distribution positions, various sizes, and surrounding rock conditions. From the analysis of the distribution position of the cavity, the amplification effect of the cavity behind the vault lining on the vibration velocity and stress is greater than that of the arch waist cavity; from the analysis of the distribution size of the cavity, the larger the cavity is, the greater the amplification effect on the vibration velocity is, and the amplification effect on the stress is the opposite. From the analysis of the existence of voids behind the lining under different surrounding rock levels, the worse the surrounding rock (the higher the surrounding rock level), the more significant the amplification effect of the cavity on the vibration velocity and stress. The comprehensive analysis suggests that when the vibration velocity is used as the safety control reference value of the adjacent cavity tunnel during the blasting construction of the new tunnel, the vibration velocity control value at the cavity should be appropriately reduced according to the location, size, and surrounding rock condition of the cavity.

     

    • FullText(HTML)
  • loading
    • References(15)
  • [1]
    蒋树屏, 林 志, 王少飞. 2018年中国公路隧道发展[J]. 隧道建设(中英文), 2019, 39(7): 1217-1220. (JIANG S P, LIN Z, WANG S F. Development of highway tunnels in China in 2018[J]. Tunnel Construction, 2019, 39(7): 1217-1220. (in Chinese)

    JIANG S P, LIN Z, WANG S F. Development of highway tunnels in China in 2018[J]. Tunnel Construction, 2019, 39（7）: 1217-1220. (in Chinese)
    [2]
    崔积弘, 周 健, 林从谋. 爆破震动对既有洞室影响的数值模拟[J]. 有色金属, 2008, 60(1): 101-104. (CUI J H, ZHOU J, LIN C M. Numerical simulation of effect of blasting seismic on existing chamber[J]. Nonferrous Metals Engineering, 2008, 60(1): 101-104. (in Chinese)

    CUI J H, ZHOU J, LIN C M. Numerical simulation of effect of blasting seismic on existing chamber[J]. Nonferrous Metals Engineering, 2008, 60（1）: 101-104. (in Chinese)
    [3]
    杨年华, 刘 慧. 近距离爆破引起的隧道周边振动场[J]. 工程爆破, 2000, 6(2): 6-10. (YANG N H, LIU H. Vibration field at tunnel contour induced by a close-in blasting[J]. Engineering Blasting, 2000, 6(2): 6-10. (in Chinese) doi: 10.3969/j.issn.1006-7051.2000.02.002

    YANG N H, LIU H. Vibration field at tunnel contour induced by a close-in blasting[J]. Engineering Blasting, 2000, 6（2）: 6-10. (in Chinese) doi: 10.3969/j.issn.1006-7051.2000.02.002
    [4]
    戴 维, 章 敏, 刘 洋. 隧道斜交横通道爆破振动效应研究[J]. 贵州大学学报(自然科学版), 2020, 37(2): 98-104. (DAI W, ZHANG M, LIU Y. Blasting vibration effect of oblique cross passage in existing tunnel[J]. Journal of Guizhou University (Natural Sciences), 2020, 37(2): 98-104. (in Chinese)

    DAI W, ZHANG M, LIU Y. Blasting vibration effect of oblique cross passage in existing tunnel[J]. Journal of Guizhou University (Natural Sciences), 2020, 37（2）: 98-104. (in Chinese)
    [5]
    冯 广. 不同净距条件下新建超大跨度隧道和既有隧道受力和变形数值模拟研究[J]. 四川水泥, 2023(8): 219-221. (FENG G. Numerical simulation study on force and deformation of new extra-large span tunnel and existing tunnel under different clearances[J]. Sichuan Cement, 2023(8): 219-221. (in Chinese)

    FENG G. Numerical simulation study on force and deformation of new extra-large span tunnel and existing tunnel under different clearances[J]. Sichuan Cement, 2023（8）: 219-221.
    [6]
    张海军. 爆破荷载作用下既有隧道动态响应与安全性评估[D]. 杭州: 浙江工业大学, 2016. (ZHANG H J. Analysis on dynamic response and safety as assessment of existing tunnel under blasting load[D]. Hangzhou: Zhejiang University of Technology, 2016. (in Chinese)

    ZHANG H J. Analysis on dynamic response and safety as assessment of existing tunnel under blasting load[D]. Hangzhou: Zhejiang University of Technology, 2016. (in Chinese)
    [7]
    李小帅, 高文学, 宿利平, 等. 小净距隧道掘进爆破及其振动响应规律研究[J]. 爆破, 2024, 41(2): 194-202. (LI X S, GAO W X, SU L P, et al. Study on attenuation law of blasting vibration in a small clear distance highway tunnel[J]. Blasting, 2024, 41(2): 194-202. (in Chinese)

    LI X S, GAO W X, SU L P, et al. Study on attenuation law of blasting vibration in a small clear distance highway tunnel[J]. Blasting, 2024, 41（2）: 194-202. (in Chinese)
    [8]
    高成路, 李术才, 林春金, 等. 隧道衬砌渗漏水病害模型试验系统的研制及应用[J]. 岩土力学, 2019, 40(4): 1614-1622. (GAO C L, LI S C, LIN C J, et al. Development and application of model test system for water leakage disease in tunnel lining[J]. Rock and Soil Mechanics, 2019, 40(4): 1614-1622. (in Chinese)

    GAO C L, LI S C, LIN C J, et al. Development and application of model test system for water leakage disease in tunnel lining[J]. Rock and Soil Mechanics, 2019, 40（4）: 1614-1622. (in Chinese)
    [9]
    郭新新, 汪 波, 王振宇, 等. 爆破施工对既有裂缝、空洞隧道的动力影响[J]. 地下空间与工程学报, 2021, 17(2): 590-600. (GUO X X, WANG B, WANG Z Y, et al. Dynamic influence of existing tunnel with cracks and cavities caused by blasting excavation[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(2): 590-600. (in Chinese)

    GUO X X, WANG B, WANG Z Y, et al. Dynamic influence of existing tunnel with cracks and cavities caused by blasting excavation[J]. Chinese Journal of Underground Space and Engineering, 2021, 17（2）: 590-600. (in Chinese)
    [10]
    李浩彬. 施工爆破对既有病害隧道的振动响应规律及安全控制技术研究[D]. 成都: 西南交通大学, 2015. (LI H B. Study on dynamic response law and safety control technology of the blasting construction on the existing diseased tunnel[D]. Chengdu: Southwest Jiaotong University, 2015. (in Chinese)

    LI H B. Study on dynamic response law and safety control technology of the blasting construction on the existing diseased tunnel[D]. Chengdu: Southwest Jiaotong University, 2015. (in Chinese)
    [11]
    刘京. 小净距隧道爆破振动影响分析及工程应用研究[D]. 西安: 西安建筑科技大学, 2015. (LIU J. Analysis of blasting vibration influence on Neighborhood tunnel and the engineering application[D]. Xi’an: Xi’an University of Architecture and Technology, 2015. (in Chinese)

    LIU J. Analysis of blasting vibration influence on Neighborhood tunnel and the engineering application[D]. Xi’an: Xi’an University of Architecture and Technology, 2015. (in Chinese)
    [12]
    刘翔宇, 龚 敏, 杨仁树, 等. 隧道爆破新自由面形成时间的识别与应用[J]. 振动与冲击, 2023, 42(10): 15-22. (LIU X Y, GONG M, YANG R S, et al. Identification and application of the formation time of new free surface in tunnel blasting[J]. Journal of Vibration and Shock, 2023, 42(10): 15-22. (in Chinese)

    LIU X Y, GONG M, YANG R S, et al. Identification and application of the formation time of new free surface in tunnel blasting[J]. Journal of Vibration and Shock, 2023, 42（10）: 15-22. (in Chinese)
    [13]
    阳生权. 小线间距施工隧道爆破地震影响下既有隧道围岩线性动力分析[J]. 工程爆破, 1998, 4(1): 1-6. (YANG S Q. Linear dynamic analysis on rock-media of old tunnel affected by blasting vibration of new tunnel with small line-clearance[J]. Engineering Blasting, 1998, 4(1): 1-6. (in Chinese)

    YANG S Q. Linear dynamic analysis on rock-media of old tunnel affected by blasting vibration of new tunnel with small line-clearance[J]. Engineering Blasting, 1998, 4（1）: 1-6. (in Chinese)
    [14]
    LOW H Y, HAO H. Reliability analysis of reinforced concrete slabs under explosive loading[J]. Structural Safety, 2001, 23(2): 157-178. doi: 10.1016/S0167-4730(01)00011-X
    [15]
    王秋懿, 马国民, 李 华, 等. 基于数值仿真计算的近接隧道爆破震动传播规律研究[J]. 现代隧道技术, 2018, 55(S2): 450-458. (WANG Q Y, MA G M, LI H, et al. Study of the blasting vibration propagation law of the adjacent tunnelling based on the numerical simulation[J]. Modern Tunnelling Technology, 2018, 55(S2): 450-458. (in Chinese)

    WANG Q Y, MA G M, LI H, et al. Study of the blasting vibration propagation law of the adjacent tunnelling based on the numerical simulation[J]. Modern Tunnelling Technology, 2018, 55（S2）: 450-458. (in Chinese)
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(14)  / Tables(2)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (13) PDF downloads(1) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return