ضمیران س، "مدلسازی و تحلیل سازههای خاکی و سنگی"، انتشارات نوآور، 1391.
Arulmoli K, “VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program”, Soil data report, 1992.
Asgari A, Oliaei M, Bagheri M, “Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques”, Soil Dynamics and Earthquake Engineering, 2013, 51, 77-96.
Brennan AJ, Madabhushi SP, “Physical and numerical modelling of drainage in liquefied soils”, In: Fourth International Conference on Seismology and Earthquake Engineering, Tehran, Iran, 12-14 May, 2003.
Castro J, “Numerical modelling of stone columns beneath a rigid footing”, Computers and Geotechnics, 2014, 60, 77-87.
Esmaeili M, Hakimpour SM, “Three dimensional numerical modelling of stone column to mitigate liquefaction potential of sands”, Journal of Seismology and Earthquake Engineering, 2015, 17 (2), 127-40.
Barksdale RD, Bachus RC, “Design and construction of stone columns”, 1983, vol. I, Turner-Fairbank Highway Research Center.
Krishna AM, Madhav MR, “Engineering of Ground for Liquefaction Mitigation”, In Advances in Indian Earthquake Engineering and Seismology, 2009, 173-201.
Lu J, Yang Z, Adlier K, Elgamal A, “Numerical analysis of stone column reinforced silty soil”, In Proceedings of the 15th Southeast Asian geotechnical conference, Bangkok, Thailand, November, 2004.
Papadimitriuo A, Brennan A, “Numerical investigation of liquefaction mitigation using gravel drains”, In Proceedings of the 14th International Conference Earthqueake Engineering, Thessaloniki, Greece, 25 Jun, 2007.
Quimby MJ, “Liquefaction mitigation in silty sands using stone columns with wick drains”, Master of Science, Brigham Young University, 2009.
Sadrekarimi A, Ghalandarzadeh A, “Evaluation of gravel drains and compacted sand piles in mitigating liquefaction”, Proceedings of the Institution of Civil Engineers-Ground Improvement, 2005, 9 (3), 91-104.
Sasaki Y, Taniguchi E, “Shaking table tests on gravel drains to prevent liquefaction of sand deposits”, Soils and Foundations, 1982, 22 (3), 1-14.
Taiebat M, Pak A, “A fully coupled dynamic analysis of velacs experiment no. 1, using a critical state two-surface plasticity model for sands”, In Proceedings of the thirteenth world conference on earthquake engineering, Vancouver, BC, Canada, August 2004.
)