[1] Mohammadi, A., et al. (2018). "Axial compressive bearing capacity of piles in oil-contaminated sandy soil using FCV." Marine Georesources & Geotechnology 37(2): 164-179.
[2] Al-Adly, A. I. F., et al. (2019). "Bearing capacity of isolated square footing resting on contaminated sandy soil with crude oil." Egyptian Journal of Petroleum Article in Press.
[3] Katte, V. Y., et al. (2019). "Correlation of California Bearing Ratio (CBR) Value with Soil Properties of Road Subgrade Soil." Geotechnical and Geological Engineering 37: 217-234.
[4] Joekar, A. and A. Hajiani Bushehri (2020). "Studying the behavior of strip foundation rested on the kerosene oil contaminated sand slopes." Sharif Journal of Civil Engineering Article in Press.
[5] Khabbazi, H. and M. Hasanloorad (2018). "Oil Contamination Effect on the Dispersivity Potential and Shear Strength of Dispersive Clay Soils." Amirkabir Journal of Civil Engineering 50(2): 401-408.
[6] Nokande, S., et al. (2019). "Hosseini, and S. M. Hosseini, Collapse Potential of Oil-Contaminated Loessial Soil (Case Study: Golestan, Iran)." Geotechnical and Geological Engineering: 1-10.
[7] Shin, E., et al. (1999). "Bearing capacity of a model scale footing on crude oil-contaminated sand." Geotechnical and Geological Engineering 17(2): 123-132.
[8] Mohammadi, S. D. and K. Moharamzade Saraye (2014). "Investigation of engineering geological behavior of surface oil hydrocarbons contaminated soils in Tabriz oil refinery area." Engineering Geology 7(1): 41-56.
[9] Nasr, A. M. A. (2014). "Utilisation of oil-contaminated sand stabilized with cement kiln dust in the construction of rural roads." International Journal of Pavement Engineering 15(10): 889-905.
[10] Mahyar, A. and V. K. Mahdi (2011). "The Effect of Clay and Lime Content on CBR Strength of Lime Stabilized Clayey Sands." Journal of Civil Engineering 21(1).
[11] Sivapullaiah, P. and A. Moghal (2011). "CBR and Strength behavior of class F fly ashes stabilized with lime and gypsum." International Journal of Geotechnical Engineering 5(2): 121-130.
[12] Singh, B. and A. Kalita (2013). "Influence of fly ash and cement on CBR behavior of lateritic soil and sand." International Journal of Geotechnical Engineering 7(2): 173-177.
[13] Abdi, M. R. and Y. Asgardon (2018). "Evaluation of the Effects of Reinforced or Stabilized Coarse Surface Layer on Bearing Capacity of Soft Clays." Journal of Civil and Environmental Engineering, Article in Press.
[14] Moayed, R., et al. (2017). "Effect of Using Ion Exchange Solution in Increasing Bearing Capacity of Clayey Soils with Various Plasticity Index (PI)." Amirkabir Journal of Civil Engineering 49(2): 305-311.
[15] Araghi, M. and H. Noferesti (2018). "Experimental Evaluations of Stabilization Methods for High Sulfate Soils in Iran Desert Roads." Modares Journal of Civil Engineering 18(3): 141-151.
[16] Brahmachary, T. K. and M. Rokonuzzaman (2018). "Investigation of random inclusion of bamboo fiber on ordinary soil and its effect CBR value." International Journal of Geo-Engineering 9(10).
[17] Hooshyar, A. and V. Rostami (2018). "Granular Soil Bearing Capacity Improvement Using Waste Plastic Materials." Amirkabir Journal of Civil Engineering 50(4): 755-764.
[18] Moghadas Tafreshi, S. N. and L. Najafzadeh Shavaki (2015). "Experimental study of the triaxial behavior and CBR value of plastic waste-soil mixture." Sharif Journal of Civil Engineering 32(3): 73-81.
[19] Makarchian, M. and J. Elyas (2013). "Investigation on the Effect of Geotextiles on Pavement Bearing Capacity (Part 1: Experimental Studies)." Amirkabir Journal of Civil Engineering 45(1): 43-51.
[20] Sengupta, A., et al. (2017). "Improvement of Bearing Ratio of Clayey Subgrade Using Compacted Flyash Layer." Geotechnical and Geological Engineering 35(4): 1885-1894.
[21] Erzin, Y., et al. (2016). "Investigations into factors influencing the CBR values of some Aegean sands." Scientia Iranica 32(2): 420-428.
[22] Katte, V. Y., et al. (2019). "Correlation of California Bearing Ratio (CBR) Value with Soil Properties of Road Subgrade Soil." Geotechnical and Geological Engineering 37: 217-234.
[23] Bazyar, M. H. and H. Salehzade (2000). Soil Mechanics Laboratory Manual, IUST Publication.
[24] Cho, G., et al. (2006). "Particle shape effects on packing density, stiffness and strength: Natural and crushed sands." Journal of Geotechnical and Geoenvironmental Engineering: 591-602.
[25] Al-Sanad, H. A., et al. (1995). "Geotechnical properties of oil-contaminated Kuwaiti sand." Journal of Geotechnical Engineering 121: 407-412.
[26] Nasr, A. M. A. and S. V. Krishna Rao (2016). "Behavior of laterally loaded pile groups embedded in oil-contaminated sand." Géotechnique 66(1): 58-70.
[27] Nasr, A. M. A. (2013). "Uplift Behavior of Vertical Piles Embedded in Oil-Contaminated Sand." Journal of Geotechnical and Geoenvironmental Engineering 139(1): 162-174.
[28] Cook, E. E., et al. (1992). "Geotechnical characteristics of crude oil-contaminated sands." Proceedings of Second International Offshore Polar Engineering Conference: 384–387.
[29] Khosravi, E., et al. (2013). "Geotechnical properties of gas oil-contaminated kaolinite." Engineering Geology 166: 11-16.