Dynamic Behavior and Safety Criteria of Buried Concrete Pipeline System under Blasting
Publication: Journal of Pipeline Systems Engineering and Practice
Volume 14, Issue 3
Abstract
In urban blasting engineering, researching the dynamic response of buried pipeline is a method for evaluating the stability of the pipeline. The dynamic response of buried pipeline under blasting includes peak particle velocity (PPV) and peak effective stress (PES) on the pipeline. This paper aims to analyze the dynamic response of the concrete pipeline with bell-and-spigot joints under a metro-connected aisle blasting, and provide a PPV safety criterion for evaluating the stability of the field concrete pipeline. This includes an analysis of the dynamic response of the concrete pipeline in the field monitoring and numerical simulation. The monitoring results reveal that the PPV is affected by the field factor, such as the explosion source distance, and it is noteworthy that the Sadovsky’s formula considering the influence of explosion source distance (data correlation coefficient—0.708) has higher accuracy in predicting the PPV compared to the original Sadovsky’s formula (data correlation coefficient—0.632). The dynamic response distribution characteristics of the concrete pipeline are analyzed based on the numerical simulation, and the results show that the PES of the joint is three times stronger than that of the barrel. A PPV safety criterion () is provided for the site to evaluate the stability of the concrete pipeline according to the dynamic response of the pipeline joint.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The study was sponsored by the National Natural Science Foundation of China (Grant Nos. 41807265, 41972286, and 42072309) and the Hubei Key Laboratory of Blasting Engineering Foundation (Nos. HKLBEF202001 and HKLBEF202002).
References
Abedi, A. S., N. Hataf, and A. Ghahramani. 2016. “Analytical solution of the dynamic response of buried pipelines under blast wave.” Int. J. Rock Mech. Min. 88 (Jun): 301–306. https://doi.org/10.1016/j.ijrmms.2016.07.014.
Ahmed, L., and A. Ansell. 2012. “Structural dynamic and stress wave models for the analysis of shotcrete on rock exposed to blasting.” Eng. Struct. 35 (Feb): 11–17. https://doi.org/10.1016/j.engstruct.2011.10.008.
Andrade, F. A. D., H. A. Al-Qureshi, and D. Hotza. 2010. “Measuring and modeling the plasticity of clays.” Mater. Res. 13 (3): 395–399. https://doi.org/10.1590/S1516-14392010000300019.
AQSIQ (Administration of Quality Supervision, Inspection and Quarantine the People’s Republic of China). 2008. Code for construction and acceptance of water and sewerage pipeline works. Beijing: AQSIQ.
AQSIQ (Administration of Quality Supervision, Inspection and Quarantine the People’s Republic of China). 2010. Code for design of concrete structures. Beijing: AQSIQ.
AQSIQ (Administration of Quality Supervision, Inspection and Quarantine the People’s Republic of China). 2014. Safety regulations for blasting. Beijing: AQSIQ.
Azizabadi, H. R. M., H. Mansouri, and O. Fouché. 2014. “Coupling of two methods, waveform superposition and numerical, to model blast vibration effect on slope stability in jointed rock masses.” J. Comput. Geotech. 61 (Apr): 42–49. https://doi.org/10.1016/j.compgeo.2014.04.008.
Barenblatt, G. I. 1987. Dimensional analysis. London: CRC Press.
Chen, M., W. B. Lu, P. Li, M. S. Liu, C. B. Zhou, and G. Zhao. 2011. “Elevation amplification effect of blasting vibration velocity in rock slope.” J. Rock Mech. Eng. 30 (Sep): 2189–2195. https://doi.org/CNKI:SUN:YSLX.0.2011-11-005.
De, A., and T. F. Zimmie. 2007. “Centrifuge modeling of surface blast effects on underground structures.” J. Geotech. Test. 30 (5): 427–431. https://doi.org/10.1061/40803(187)208.
Francini, R. B., and W. N. Baltz. 2009. “Blasting and construction vibrations near existing pipelines: What are the appropriate levels?” J. Pipeline Eng. 8 (Jun): 253–262. https://doi.org/10.1115/ipc2008-64325.
George, P., G. D. Bouckovalas, and C. J. Gantes. 2007. “Analytical calculation of blast-induced strains to buried pipelines.” Int. J. Impact Eng. 34 (10): 1683–1704. https://doi.org/10.1016/j.ijimpeng.2006.08.008.
Hajiazizi, M., and R. Kakaei. 2018. “Numerical simulation of GFRP blanket effect on reducing the deformation of X65 buried pipelines exposed to subsurface explosion.” Int. J. Press. Vessels Pip. 166 (13): 9–23. https://doi.org/10.1016/j.ijpvp.2018.07.013.
Hallquist, J. 2007. LS-DYNA keyword user’s manual. Livermore, CA: Software Technology Corporation.
Huang, Y. M., Y. S. Liu, B. H. Li, Y. J. Li, and Z. F. Yue. 2009. “Natural frequency analysis of fluid conveying pipeline with different boundary conditions.” J. Nucl. Eng. Des. 240 (3): 461–467. https://doi.org/10.1016/j.nucengdes.2009.11.038.
Jeon, S. H., H. D. Moon, C. Sim, and J. H. Ahn. 2021. “Construction stage analysis of a precast concrete buried arch bridge with steel outriggers from full-scale field test.” Structures 29 (Dec): 1671–1689. https://doi.org/10.1016/j.istruc.2020.12.050.
Jiang, N., T. Gao, C. B. Zhou, and X. D. Luo. 2018. “Effect of excavation blasting vibration on adjacent buried gas pipeline in a metro tunnel.” Tunnelling Underground Space Technol. 81 (22): 590–601. https://doi.org/10.1016/j.tust.2018.08.022.
Jiang, N., B. Zhu, X. He, C. B. Zhou, and X. D. Luo. 2020. “Safety assessment of buried pressurized gas pipelines subject to blasting vibrations induced by metro foundation pit excavation.” Tunnelling Underground Space Technol. 102 (34): 103448. https://doi.org/10.1016/j.tust.2020.103448.
Jin, X., C. Hou, X. Fan, C. Lu, H. Yang, X. Shu, and Z. Wang. 2017. “Quasi-static and dynamic experimental studies on the tensile strength and failure pattern of concrete and mortar discs.” Sci. Rep. 7 (1): 15305. https://doi.org/10.1038/s41598-017-15700-2.
Klar, A., and A. M. Marshall. 2008. “Shell versus beam representation of pipes in the evaluation of tunneling effects on pipelines.” Tunnelling Underground Space Technol. 23 (4): 431–437. https://doi.org/10.1016/j.tust.2007.07.003.
Lee, Y. G., S. H. Kim, J. S. Park, J. W. Kang, and S. J. Yoon. 2015. “Full-scale field test for buried glass-fiber reinforced plastic pipe with large diameter.” Compos. Struct. 120 (Feb): 167–173. https://doi.org/10.1016/j.compstruct.2014.10.002.
Li, B., H. Y. Fang, H. He, K. J. Yang, C. Chen, and F. M. Wang. 2019. “Numerical simulation and full-scale test on dynamic response of corroded concrete pipelines under Multi-field coupling.” Constr. Build. Mater. 200 (Mar): 368–386. https://doi.org/10.1016/j.conbuildmat.2018.12.111.
Mandi, V. 2003. “Friction studies utilizing the ring—Compression test–Part I.” Tribol. Int. 25 (1): 46–51.
Ni, P., I. D. Moore, and W. A. Take. 2018. “Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault.” Géotechnique 68 (Apr): 1–17. https://doi.org/10.1680/jgeot.16.P.161.
Ogasawara, N., N. Chiba, and X. Chen. 2009. “A simple framework of spherical indentation for measuring elastoplastic properties.” Mech. Mater. 41 (9): 1025–1033. https://doi.org/10.1016/j.mechmat.2009.04.010.
Parviz, M., B. Aminnejad, and A. Fiouz. 2017. “Numerical simulation of dynamic response of water in buried pipeline under explosion.” KSCE J. Civ. Eng. 21 (Jun): 2798–2806. https://doi.org/10.1007/s12205-017-0889-y.
Rigby, S., R. Knighton, S. Clarke, and A. Tyas. 2020. “Reflected near-field blast pressure measurements using high speed video.” Exp. Mech. 60 (20): 875–888. https://doi.org/10.1007/s11340-020-00615-3.
Shi, C., Q. Zhao, M. Lei, and M. Peng. 2019. “Vibration velocity control standard of buried pipeline under blast loading of adjacent tunnel.” Soils Found. 59 (6): 2195–2205. https://doi.org/10.1016/j.sandf.2019.12.003.
Shi, Y. 2020. “Characterization with scaling techniques on response energy of a single degree of freedom system subject to blast loading.” Int. J. Impact Eng. 148 (65): 103764. https://doi.org/10.1016/j.ijimpeng.2020.103764.
Sofuoglu, H., H. Gedikli, and J. Rasty. 2001. “Determination of friction coefficient by employing the ring compression test.” J. Eng. Mater. Technol. 123 (3): 338–348. https://doi.org/10.1115/1.1369601.
Song, X. L., J. C. Zhang, X. B. Guo, and Z. X. Xiao. 2009. “Influence of blasting on the properties of weak intercalation of a layered rock slope.” Int. J. Miner. Metall. Mater. 16 (1): 7–11. https://doi.org/10.1016/S1674-4799(09)60002-9.
Tang, H., and H. Li. 2011. “Study of blasting vibration formula of reflecting amplification effect on elevation.” J. Rock Soil Mech. 32 (3): 820–824. https://doi.org/10.16285/j.rsm.2011.03.026.
Tang, Q. C., N. Jiang, Y. K. Yao, C. B. Zhou, and T. Y. Wu. 2020. “Experimental investigation on response characteristics of buried pipelines under surface explosion load.” Int. J. Press. Vessels Pip. 83 (10): 104101. https://doi.org/10.1016/j.ijpvp.2020.104101.
Wang, Y., Q. Wang, and K. Zhang. 2011. “An analytical model for pipe-soil-tunneling interaction.” J. Procedia Eng. 14 (Aug): 3127–3135. https://doi.org/10.1016/j.proeng.2011.07.393.
Wang, Z. Z., and Y. S. Zhang. 2017. “Numerical analysis for blasting vibration characteristics in tunnel excavation based on ALE algorithm.” J. Dalian Univ. Technol. 57 (3): 279–284. https://doi.org/10.7511/dllgxb201703010.
Wu, T. Y., N. Jiang, C. B. Zhou, X. D. Luo, H. B. Li, and Y. Q. Zhang. 2022. “Experimental and numerical investigations on damage assessment of high-density polyethylene pipe subjected to blast loads.” J. Eng. Fail. Anal. 131 (61): 105856. https://doi.org/10.1063/5.0056150.
Xia, Y. Q., N. Jiang, Y. K. Yao, C. B. Zhou, X. D. Luo, and T. Y. Wu. 2020.“Dynamic response of a concrete pipeline with bell-and-spigot joints buried in a silty clay layer to blasting seismic waves.” Explos. Shock Waves 40 (4): 043302. https://doi.org/10.11883/bzycj-2019-0207.
Xia, Y. Q., N. Jiang, C. B. Zhou, and X. D. Luo. 2019. “Safety assessment of upper water pipeline under the blasting vibration induced by subway tunnel excavation.” J. Eng. Fail. Anal. 104 (Oct): 626–642. https://doi.org/10.1016/j.engfailanal.2019.06.047.
Yang, X. D., and J. D. Jin. 2008. “Comparison of Galerkin method and complex mode method in natural frequency analysis of tube conveying fluid.” J. Vib. Shock 3 (8): 80–86. https://doi.org/10.3969/j.issn.1000-3835.2008.03.020.
Zhao, K., N. Jiang, C. B. Zhou, H. B. Li, Z. W. Cai, and B. Zhu. 2022. “Dynamic behavior and failure of buried gas pipeline considering the pipe connection form subjected to blasting seismic waves.” Thin-Walled Struct. 170 (Jan): 108495. https://doi.org/10.1016/j.tws.2021.108495.
Zhu, B., N. Jiang, C. B. Zhou, X. D. Luo, Y. K. Yao, and T. Y. Wu. 2021. “Dynamic failure behavior of buried cast iron gas pipeline with local external corrosion subjected to blasting vibration.” J. Nat. Gas Sci. Eng. 88 (Apr): 103803. https://doi.org/10.1016/J.JNGSE.2021.103803.
Information & Authors
Information
Published In
Journal of Pipeline Systems Engineering and Practice
Volume 14 • Issue 3 • August 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Feb 24, 2022
Accepted: Feb 23, 2023
Published online: May 3, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 3, 2023
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.