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Propagation characteristics and prediction of airblast overpressure outside tunnel: a case study

The drilling and blasting method is widely used in tunnel engineering. The accompanying airblast may damage structures and annoy nearby occupants. The prediction of airblast overpressure (p(oa)) outside the tunnel is necessary to improve the safety of blasting works. A study of propagation character...

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Detalles Bibliográficos
Autores principales: Zhou, Xianshun, Zhang, Xuemin, Wang, Lichuan, Feng, Han, Cai, Chenzhi, Zeng, Xiaohui, Ou, Xuefeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9709102/
https://www.ncbi.nlm.nih.gov/pubmed/36446822
http://dx.doi.org/10.1038/s41598-022-24917-9
Descripción
Sumario:The drilling and blasting method is widely used in tunnel engineering. The accompanying airblast may damage structures and annoy nearby occupants. The prediction of airblast overpressure (p(oa)) outside the tunnel is necessary to improve the safety of blasting works. A study of propagation characteristics of airblasts induced by tunnel blasting was carried out through experimental and numerical studies. The results indicate that the distributions of the p(oa) outside the tunnel were anisotropic, which does not conform to the decay law of an explosion in free-field. The propagation of airblasts induced by tunnel blasting is related to the airblast shape. The phenomenon that the p(oa) along the axial direction of the tunnel was higher than along other directions can be explained by the numerical results of the process of airblasts. The airblasts outside the tunnel traveled as a spherical wave, but the pressure was not uniformly distributed. After an airblast plane wave with high speed and high pressure inside the tunnel was transmitted out of the tunnel, its inertia strengthened the pressure in the axial direction. The airblast outside the tunnel is related to the propagation distance R(out), the angle from the measurement to the tunnel axis α, and the pressure intensity p(0) at the tunnel portal. Subsequently, an ellipsoidal contour curve of the p(oa) outside the tunnel was plotted, and therefore a new prediction equation was validated by numerical results and field data. Finally, the newly proposed methodology guided the blast design.