[1] Smith, J. L.; Betz, J. F.; Baird, G. T; Kachina Test Series: Dynamic Arch Test Three (DAT-3) Analysis Report, Final Report, 1986, AFWL-TR-85-36, Air Force Weapons Laboratory, Kirtland AFB.
[2] Dallriva, F. D.; Data Report for FY86 Dynamic Shallow Buried Arch Test, 1989; U.S.A.E, Waterways Experiment Station, Vicksburg.
[3] Blanchat, T. K.; Development of Explosive Event Scale Model Testing Capability at Sandia's Large Scale Centrifuge Facility, 1998; Sandia National Laboratories.
[4] Ohno, T.; Study on Structural Response to Explosion of Explosives and Blast Resistance Design, 2008; National Defense Academy of Japan.
[5] De, A.; Zimmie, T. F.; Abdoun, T.; Tessari, A.; “Physical Modeling of Explosive Effects on Tunnels”, Geotech Test J, 2010; 30, 5, 427-431.
[6] Ishikawa, N.; Beppu, M.; “Lessons from Past Explosive Tests on Protective Structures in Japan”, Int J Impact Eng, 2006; 34, 1535–1545.
[7] Sadegh azar, M.; Atarnezhad, R.; Khosravi, A.; “Evaluating the Response of Buried Reinforced Concrete Structures Under Surface Burst Explosion Using Numerical Simulations”, In Proc. of the International Conference on Structures - Earthquake – Geotechnics, 2010; 212-222 (In Persian).
[8] Yang, Z.; “Finite Element Simulation of Response of Buried Shelters to Blast Loadings”, Finite Elem Anal Des, 1997; 24, 3, 113-132.
[9] Gui, M. W.; Chien, M. C.; “Blast Resistant Analysis for a Tunnel Passing Beneath Taipei Shongsan Airport – A Parametric Study”, Geotechnical and Geological Engineering, 2004; 24, 227–248.
[10] Liu, H.; Dynamic Analysis of Subway Structures Under Blast Loading, Department of Civil Engineering, 2009; The City College of New York/CUNY,New York, NY 10031 USA.
[11] Esmaeili, M.; Falahzadeh, P.; “Behavior of Underground Structures Under Explosion Loads (Case Study - Tehran Metro)”, In Proc. of the 8th. International Conference on Tunnel, 2009; 344-353 (In Persian).
[12] Nagy, N. M.; Eltehawy ,E. A.; Elhanafy, H. M.; Eldesouky, A.; “Numerical Modeling of Geometrical Analysis for Underground Structures”, 13th International Conference on Aerospace Sciences & Aviation Technology, 2009; ASAT- 13, Egypt.
[13] Nagy, N. M.; Mohamed, M.; Boot, J.C.; “Nonlinear Numerical Modelling for the Effects of Surface Explosions on Buried Reinforced Concrete Structures”, Geomechanics and Engineering Journal, 2010, 2, 1, 1-18.
[14] Hashemi, H. R.; Mirzeynali, S. H.; Effect of Projectile Explosion on the Metro Tunnels in the Coarse Soil with Finite Difference Software FLAC (Case Study: Karaj Metro Tunnel). 2009, Technical Report, University of Maleke Ashtar, Tehran (In Persian).
[15] Lu, Y.; Wang, Zh.; Chong, K.; “A Comparative Study of Buried Structure in Soil Subjected to Blast Load Using 2D and 3D Numerical Simulations”, Soil Dyn Earthq Eng, 2005, 25, 275–288.
[16] Ngo, T.; Mendis, P.; Gupta, A.; Ramsay, J.; “Blast Loading and Blast Effects on Structures – An Overview”, Electronic Journal of Structural Engineering, 2007, 7, 76-91.
[17] Unified Facilities Criterias (UFC); Structure to Resist the Effects of Accidental Explosions, 2008, UFC 3-340-02, U. S. ARMY.
[18] Smith, P. D.; Hetherington, J. G.; Blast and Ballistic Loading of Structures, Butterworth-Heinemann, 1994.
[19] Brill,A.; Me-Bar, Y.; Sadot, O.; Ben-Dor, G.; “A method for measuring the impulse on structural foundations due to a blast wave”, Int J Impact Eng, 2012, 49, 214-221.
[20] Kinney, G.F.; Graham K.J. ; Explosive Shocks in Air, Springer- Verlag, Berlin, 1985.
[21] Ambrosini, D.; Luccioni, B.; Danesi, R.; “Craters Produced by Explosions on the Soil Surface”, Mechanical Computational, XXII, 2003, 678-692.
[22] Luccioni, B.; Ambrosini, D.; “Influence of the Soil Properties on Craters Produced by Explosions on the Soil Surface”, Mechanical Computational, 2004, XXIII, 571-590.
)