[1] Buonsanti M, Leonardi G, Scopelliti F. 3-D Simulation of shock waves generated by dense explosive in shell structures. Procedia Engineering. 2011 Jan 1;10:1550-5.
[2] Baziar MH, Salehzadeh H, Kazemi M, Rabeti Moghadam M. Centrifuge modeling of an underground structure subjected to blast loading. Journal of Advanced Defense Science & Technology. 2014 Apr 21;5(1):31-41. (in persian)
[3] Abaqus/Explicit User’s Manual, version 6.13 Dassault Systems Simulia Corporation, Providence. 2016.
[4] Tiwari R, Chakraborty T, Matsagar V. Dynamic analysis of tunnel in weathered rock subjected to internal blast loading. Rock Mechanics and Rock Engineering. 2016 Nov;49(11):4441-58.
[5] Tiwari R, Chakraborty T, Matsagar V. Dynamic analysis of tunnel in soil subjected to internal blast loading. Geotechnical and Geological Engineering. 2017 Aug;35:1491-512.
[6] Feldgun VR, Karinski YS, Edri I, Yankelevsky DZ. Prediction of the quasi-static pressure in confined and partially confined explosions and its application to blast response simulation of flexible structures. International Journal of Impact Engineering. 2016 Apr 1;90:46-60..
[7] Feldgun VR, Kochetkov AV, Karinski YS, Yankelevsky DZ. Internal blast loading in a buried lined tunnel. International Journal of Impact Engineering. 2008 Mar 1;35(3):172-83.
[8] Woods RD. Screening of surface wave in soils. Journal of the soil mechanics and foundations division. 1968 Jul;94(4):951-79.,
[9] Gui MW, Chien MC. Blast-resistant analysis for a tunnel passing beneath Taipei Shongsan airport–a parametric study. Geotechnical & Geological Engineering. 2006 Apr;24:227-48.
[10] Paolella L, Ochmanski M, Modoni G. An Innovative Holistic GIS-BIM and Artificial Intelligence Based Approach to Manage Mechanized Tunnelling: The Back-Analysis of the Budapest Metro Line4. InNational Conference of the Researchers of Geotechnical Engineering 2023 Jun 17 (pp. 251-258). Cham: Springer Nature Switzerland.
[11] Alipour, R., Heshmati A.A.,, Karimiazar, J., Esazadefar, N., Asghari-Kaljahi, E., Bahmani, S.H. "Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina." Proceedings of the Institution of Civil Engineers-Geotechnical Engineering (2022): 1-14. (in persian)
[12] Alipour R, Aminpour H, Dehghanzadeh A. Investigating the effect of soil improvement by micropile method in marl soil: a case study of Bidboland, Khuzestan. Amirkabir Journal of Civil Engineering. 2023 Feb 20;54(12):4573-88. (in persian)
[13] Khan S, Chakraborty T, Matsagar V. Parametric sensitivity analysis and uncertainty quantification for cast iron–lined tunnels embedded in soil and rock under internal blast loading. Journal of Performance of Constructed Facilities. 2016 Dec 1;30(6):04016062.
[14] Lee J, Fenves GL. Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics. 1998 Aug;124(8):892-900..
[15] Larcher M, Casadei F. Explosions in complex geometries—a comparison of several approaches. International journal of protective structures. 2010 Jun;1(2):169-95..
[16] TM5-1300 .Structures to resist the effects of accidental explosions. Technical Manual of the US Departments of the Army and Navy and the Air Force, USA .1990.
[17] Tiwari R, Chakraborty T, Matsagar V. Analysis of curved tunnels in soil subjected to internal blast loading. Acta Geotechnica. 2020 Feb;15(2):509-28.
[18] Yadav HR. Geotechnical evaluation and analysis of Delhi metro tunnels (Doctoral dissertation), 2005.
[19] Brox DR, Lee KW. Yielding And Collapse Of Large Span Tunnels In Weak Rock. InISRM Congress 1995 Sep 25 (pp. ISRM-8CONGRESS). ISRM.