-Akhila M, Rangaswamy K, and Sankar N, (2018), “Undrained Response and Liquefaction Resistance of Sand–Silt Mixtures Geotechnical and Geological Engineering”, 37, pp.2729- 2745.
-Al Mahmoud A. and Degen, WS., (2006), “Marine stone columns to prevent earthquake induced soil liquefaction Geotechnical and Geological Engineering”, 24, pp.775-790.
-Arabani M, and Pirouz M., (2019), “Liquefaction prediction using rough set theoryScientia Iranica”, 26(2), pp.779-788.
-Asadi A, Sharifipour M, and Ghorbani k, (2017), “Numerical Simulation of Piles Subjected to Lateral Spreading and Comparison with Shaking Table Results Civil Engineering Infrastructures Journal”, 50(2), pp.277-292.
-Bahadori H, and Farzalizadeh R., (2018), “Dynamic Properties of Saturated Sands Mixed with Tyre Powders and Tyre Shreds International Journal of Civil Engineering, 16, pp.395-408.
-Banerjee R, Konai S, Sengupta A, and Deb K., (2017), “Shake Table Tests and Numerical Modeling of Liquefaction of Kasai River Sand Geotechnical and Geological Engineering”, 35, pp.1327-1340.
-Ishihara K, and Koseki J., (1989), “Discussion on the cyclic shear strength of fines--containing sands Earthquakes Geotechnical Engineering, Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, Rio De Janiero, Brazil, pp.101- 106.
-Koester JP., (1994), “The influence of fine type and content on cyclic strength Ground Failures under Seismic Conditions”, Conditions, Geotechnical Special Publication, ASCE, 44, pp.330- 345.
-Kumar S., (2001), “Reducing liquefaction potential using dynamic compaction and construction of stone column Geotechnical and Geological Engineering”, 19, pp.169-182.
-Kumar S., (2001), “Reducing liquefaction potential using dynamic compaction and construction of stone column Geotechnical and Geological Engineering”, 19, pp.169-182.
-Lentini V., and Castelli F., (2019), “Liquefaction Resistance of Sandy Soils from Undrained Cyclic Triaxial Tests Geotechnical and Geological Engineering, 37, pp.201-216.
-Maheshwari BK., and Patel AK., (2010), “Effects of Non-Plastic Silts on Liquefaction Potential of Solani Sand Geotechnical and Geological Engineering”, 28, pp.559-566.
-Mazaheri A, and Nasiri M., (2021), “Liquefaction Behavior of Stabilized Sand using Clay - A Case Study: Dorood Liquefied Sand Investigation”, Journal of Hydraulic Structures, 6(4), pp.33-46.
-Polito CP, and Martin JR., (2001), “Effects of non-plastic fines on the liquefaction resistance of sands Journal of Geotechnical and Geo environmental Engineering”, ASCE, 127(5), pp.408- 415.
-Shariatmadari N., Karimpour Fard M., and Shargh A., (2019), “Evaluation of Liquefaction Potential in Sand–Tire Crumb Mixtures Using the Energy Approach International Journal of Civil Engineering”, 17, pp.181-191.
-Sharma B, and Hazarika PJ., (2013), “Assessment of Liquefaction Potential of Guwahati City: A Case Study Geotechnical and Geological Engineering”, 31, pp.1437-1452.
-Tang L, Zhang X, and Ling X., (2016), “Numerical Simulation of Centrifuge Experiments on Liquefaction Mitigation of Silty Soils using Stone Columns KSCE Journal of Civil Engineering”, 20, pp.631-638.
-Tianqiang G., and Prakash S., (1999), “Liquefaction of silts and silt-clay mixtures Journal of Geotechnical and Geo environmental Engineering, 125(8), pp.706-710.
-Wang S, Luna R, and Yang J., (2016), “Reexamination of effect of plasticity on liquefaction resistance of low-plasticity fine-grained soils and its potential application Acta Geotechnica, pp.1209-1216.
-Yilmaz D., Babuccu F, Batmaz S., and Kavruk F., (2008), “Liquefaction analysis and soil improvement in Beydag dam Geotechnical and Geological Engineering”, 26, pp.211-224.