Abstract
The blasting excavation of the new tunnel may cause damage to the adjacent tunnel. Taking the Hongshi road tunnel in Chongqing as a research object, the paper analyzed the influence of the maximum charge on the vibration speed of the existing tunnel by comparing the influence of adjacent tunnel blasting team on the existing tunnel simulated by ANSYS/LS-DYNA with the actual monitoring results. The results show that when adopting the “three steps + invert” four steps excavation, the maximum charge quantity of each excavation step is 56.8 kg, 40.2 kg, 37.1 kg, and 21.6 kg, and the combined vibration velocity of the control measuring points is less than 1.5 cm/s. All meet the design requirements. The vibration velocity of the blasting side of the existing subway tunnel is mainly in the horizontal direction and relatively small in the vertical direction. With the increase of distance from the blasting point, the maximum vibration velocity is the charge quantity of large sections and can be increased gradually.
Similar content being viewed by others
References
Bi J, Zhong J (2004) Study on influence of blasting vibration from excavation of a new tunnel on existed tunnel. Eng Blast 04:69–73
Chen L (2010) Experiental study on blasting vibration influence on nearby tunnels with small interval. Blasting 27(02):36–40
Guo D, Liu K, Zhang W, Yang J, Fan L, Xue L (2018) Research on failure rule and dynamic response of tunnel under adjacent blasting loads of different spacing. Trans Beijing Instit Technol 38(10):1000–1005
Jiang N, Zou R, Qu Y, Xu Q, Li Z (2013) Numerical analysis of the subway tunnel vibration monitoring near the blasting excavation. Eng Blast 19(04):46-49+45
Li S, Li K, Lei G, Sun G (2014) Study of blasting vibration and deformation control for metro construction beneath existing metro tunnel in short distance. Rock Soil Mech 35(S2):284–289
Liu D, Song G, Chu F, Cheng J, Zeng J (2014) Numerical analysis of the effects of the tunnel blasting on the nearby tunneling areas. J Saf Environ 14(02):64–68
Liu L, Ming F (2012) Study on vibration effect of blasting in metro tunnel driving. Highway 8:262–266
Ouyang T, Shuai Y (2009) Analysis on the influence of top loosening blasting on a nearby existing tunnel. Modern Tunnel Technol 46(06):53–57
Qian Y, Wang X (2014) Study on safety influence of blasting construction close to existing tunnel. J Beijing Jiaotong Univ 38(04):90–96
Wang B, He C, Xia W (2011) Study on the interactive dynamic responses between the new-built subway tunnel by blasting construction and the existing operation subway tunnel. China Railw Sci 32(05):64–70
Wu B, Lan Y, Yang J, Han Y (2020) Study on vibration effect of blasting of new tunnel based on AHP-GRA method on adjacent railway tunnel. J Railw Sci Eng 17(03):668–675
Wu T, Peng L, Zhai X (2009) Monitoring and safety evaluation of construction blasting for metro tunnels underpassing densely populated areas. Modern Tunnel Technol 46(06):48-52+63
Xiao W, Xiao W, Fang Z, Ren G (2011) Study on vibration effects of ground induced by metro tunnel excavation blasting. J Wuhan Univ Technol 33(10):113–117
Xiao W, Xiao W, Fang Z (2012) Study on the ground vibration effect of metro tunnel diving blasting. Eng Blast 18(02):46–49
Xue L, Shi L, Sun F (2012) Research on blasting vibration control of subway shallow tunnel excavation. Chin J Undergr Space Eng 8(04):791-795+814
Yu Y, Wen G (2007) Effect of blasting digging on surface buildings in metro tunnels. J Liaoning Techn Univ (Nat Sci) 06:871–873
Zhong D, Wu L, Yu G (2010) Effect of tunneling blasting on an existing adjacent tunnel. Explos Shock Wav 30(05):456–462
Author information
Authors and Affiliations
Corresponding author
Additional information
This article is part of the Topical Collection on Geological Modeling and Geospatial Data Analysis
Rights and permissions
About this article
Cite this article
Qin, Q., Zhang, J. Vibration control of blasting excavation of large cross-section highway tunnel over metro line. Arab J Geosci 13, 868 (2020). https://doi.org/10.1007/s12517-020-05836-3
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-020-05836-3