[1] Hans U M.(1999) Review: Hydrocodes for structure response to underwater explosion. J Shock VIB 6: 81-96.

[2] Luccioni MB, Ambrosini RD (2006) Craters produced by underground explosion. Mecanica Com putional XXV:1603-1614.

[3] Wei XY, Zhao ZY, Gu j (2009) Numerical simulation of rock mass damage induced by rock mass explosion. World Scientific Publishing 46: 1206-1213.

[4] Jichong An (2010) Soil behavior under blast loading. Ph.D. thesis,University of Nebreska.

[5] De A (2012) Numerical simulation of surface explosion over dry, cohesionless soil. Comput Geotech 43:72-79.

[6] Nagy NM (2015) Numerical evaluation of cratores produced by explosion on the soil surface. ACTA Phys Pol A 128.

[7] Liu GR, Liu MB (2003) Smoothed particle hydrodynamics: A meshfree particle method. World Scientific Publishing.

[8] Cole RH (1965) Under water explosions. Princtone university press and dover publication, New York.

[9] Wang Z, Lu Y, Bai C (2008) Numerical analysis of blast-induced liquefaction of soils. Comput Geotech 35:196-209.

[10] Wang Z, Lu,Y, Hao H ,Chong K (2005) A full coupled numerical analysis approach for buried structures subjected to subsurface blast. Comput Struct 83:339-356.

[11] Baker WE, Westine PS, Dodge FT (1991) Similarity methodes in engineering dynamics. Comput Fluids.

[12] Liu MB, Liu GR, Zong Z, Lam K (2003) Computer imulation of  high explosive explosion using smoothed particle hydrodynamics. Methodology Comput Fluids 32: 305-322.

[13] Frang J, Parriaux A, Rentschler M Ancey C (2009) Improved SPH Methods for simulating free surface flow of viscose fluids. Appl Numer Math 59(2): 251-71.

[14] Crespo AJ (2008) Application of the smoothed particle hydrodynamics model sphsics to free-surface hydrodynamics. Ph.D. thesis, Universidade de vigo Departemento de fisica Aplicada.

[15] Kordilla J (2014) Flow and transport in saturated and unsaturated fractured porous media: Development of particle based modelling approach. Ph.D. thesis,Universitat.