Aytekin, M., Banu Ikizler, S. and Nas, E. (2008). Laboratory Study of Expanded polystyrene (EPS) geofoam used with expansive soils. Geotextiles and Geomembrance, Vol 26,189-195.
Chew, J. H., & Leong, E. C. (2009). Performance of Protective Barrier for Underground Structures,1-4.
Elsayed, M., Asce, S. M., El-dakhakhni, W., Asce, M., Tait, M., & Asce, M. (2011). Response Evaluation of Reinforced Concrete Block Structural Walls Subjected to Blast Loading. https://doi.org/10.1061/(ASCE)ST.1943-541X.
Elragi, A., Negussey, D. and Kyanka, G. (2000). Sample Size Effects On The Behavior of EPS Geofoam. Proceedings of the United Engineering Foundation ASCE Geo Institute soft Ground Technology Conference-soft Ground Technology, GSP 112 301,280-291.
Fakher, A., Cheshomi, A., & Khamechiyan, M. (2007). The addition of geotechnical properties to a geological classification of coarse-grained alluvium in a pediment zone.
Frydenlund, T.E. and Aaboe, R. (1996). Expanded Polystyrene the Light Solution. Proceedings of International Symposium on EPS Construction Method, Tokyo, Japan, 31-46.
Hazarika, H. (2006). Stress- Strain Modeling of EPS Geofoam For Large-Strain Applications. Geotextiles and Geomembranes, 24. 79-90.
Hosseini Nassab, H., Movahedifar, S. M. (2019). Effect of Position and Dimensions of Tunnel Guard Slabs on the Reduction of Ground-Level Explosion Loads. Tunneling &Underground Space Engineering (TUSE)., 7, 51-62.
Huang, Y., Willford, M. R., Francisco, S., & Schwer, L. E. (2012). Validation of LS-DYNA ® MMALE with Blast Experiments, (3), 1–12.
Kiger, S. A., Balsara, J. P., & Chemical, A. (1983). W(Ib) D(n.) L(in.) 260 280, 94–96.
Kianoush, M. R., & Chen, J. Z. (2006). Effect of vertical acceleration on response of concrete rectangular liquid storage tanks. Engineering structures, 28(5), 704-715.
Lale Arefi, S., Bitarafan,M. (2013). Evaluation of Retrofitting Methods forUnderground Structures against Explosion Threats Using the Analytical Hierarchy Process (AHP) Method. Tunneling &Underground Space Engineering (TUSE)., 2, 65-74.
LSTC. (2017). LS-DYNA: Keyword User Manual Volume 1. Technology (Vol. I).
Livaoglu, R. (2008). Investigation of seismic behavior of fluid–rectangular tank–soil/foundation systems in frequency domain. Soil Dynamics and Earthquake Engineering, 28(2), 132-146.
Mittal, V., Chakraborty, T., & Matsagar, V. (2014). Dynamic analysis of liquid storage tank under blast using coupled Euler–Lagrange formulation. Thin-Walled Structures, 84, 91-111.
Nagy, N. M. (2015). Numerical evaluation of craters produced by explosions on the soil surface. Acta Physica Polonica A, 128(2), 260–266. https://doi.org/10.12693/APhysPolA.128.B-260
Negussey, D. (2007). Design Parameters For EPS Geofoam. Soils and Foundations, Japanese Geotechnical Society, 47, NO.1, 161-170.
Parviz, M., Aminnejad, B., & Fiouz, A. (2017). Numerical simulation of dynamic response of water in buried pipeline under explosion. KSCE Journal of Civil Engineering, 21(7), 2798–2806. https://doi.org/10.1007/s12205-017-0889-y
Pandey, A. K., Kumar, R., Paul, D. K., & Trikha, D. N. (2006). Non-linear response of reinforced concrete containment structure under blast loading. Nuclear Engineering and design, 236(9), 993-1002.
Shahnazari, H., Esmaeili, M., & Ranjbar, H. H. (2010). Simulating the Effects of Projectile Explosion on a Jointed Rock Mass Using 2D DEM : A Case Study of Ardebil-Mianeh Railway, 8(2), 125–133.
Soheyli, M. R., Akhaveissy, A. H., & Mirhosseini, S. M. (2016). Large-scale experimental and numerical study of blast acceleration created by close-in buried explosion on underground tunnel lining. Shock and Vibration, 2016. https://doi.org/10.1155/2016/891805
Schneider, P., & Alkhaddour, A. M. (2000). Survivability study on vertical cylindrical steel shell structures under blast load. WIT Transactions on The Built Environment, 48.
Salunke.,sh& kulkarni.,s& kladlag.,v. (2017). blast analisis of liquad petroleam tank, International journal of academic research and development.2، 530-539.
Teich, M., & Gebbeken, N. (2013). Analysis of FSI effects of blast loaded flexible structures. Engineering Structures, 55, 73-79.
UFC 3-340-02. (2008). Structures to Resist the Effects of Accidental Explosions. Structures Congress 2011, (May 2005), 1867. https://doi.org/10.1061/41171(401)127
Wang, Z., Li, Y., & Wang, J. G. (2006). Numerical analysis of attenuation effect of EPS geofoam on stress-waves in civil defense engineering, 24, 265–273. https://doi.org/10.1016/j.geotexmem.2006.04.002
Yang, Y., Xie, X., & Wang, R. (2010). Numerical simulation of dynamic response of operating metro tunnel induced by ground explosion. Journal of Rock Mechanics and Geotechnical Engineering, 2(4), 373–384. https://doi.org/10.3724/SP.J.1235.2010.00373.
Zhang, B. Y., Li, H. H., & Wang, W. (2015). Numerical study of dynamic response and failure analysis of spherical storage tanks under external blast loading. Journal of Loss Prevention in the Process Industries, 34, 209-217.