-Ali Zomorodian, S.M. Shabnam, M. Armina, S. O'Kelly, B.C. (2017). Strength enhancement of clean and kerosene-contaminated sandy lean clay using nanoclay and nanosilica as additives. Applied Clay Science 140, 140-147.
-Al-Aghbari, M., Dutta, R., & Mohamedzeini, Y. (2011). Effect of diesel and gasoline on the properties of sands — a comparative study. International Journal of Geotechnical Engineering, 5(1), 61–68.
-Al-Sanad Hasan, A. Eid Walid, K. Ismael Nabil, F. (1995). Geotechnical Properties of Oil-Contaminated Kuwaiti Sand. Journal of Geotechnical Engineering, 121, 407-412.
-ASTM D422-63 (2014). Standard Test Method for Particle-Size Analysis of Soils.
-ASTM D854-23: (2023). Standard Test Methods for Specific Gravity of Soil Solids by the Water Displacement Method.
-ASTM D698-12: (2021). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. https://store.astm.org/d0698-12r21.html
-ASTM D1883-16: (2021). Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils.
-AASHTO. T 193-13, (2013). Standard method of test for the California bearing ratio. American Association of State Highway and Transportation Officials (AASHTO) Washington.
-ASTM D4318-17e1: (2018). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
-ASTM D5084-24: (2024). Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter. https://store.astm.org/d5084-24.html
-ASTM D2166/D2166M-16: (2024). Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. https://store.astm.org/d2166_d2166m-16.html
-ASTM D2435-96: (2017). Standard Test Method for One-Dimensional Consolidation Properties of Soils.
-ASTM D3080/D3080M-23e1: (2026). Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. https://store.astm.org/d3080_d3080m-23e01.html
-Azam, M. S. Xiao, Z. Mia, M. R. Rahman, M. M. Zaman, T. (2022). Effects of Oil Contamination on the Geotechnical Properties of Clayey Soil. Journal of ICT, Design, Engineering and Technological Science.
-Bahmani, S.H. Farzadnia, N. Asadi, A. Huat, B.B.K. (2016). The effect of size and replacement content of nanosilica on strength development of cement treated residual soil. Construction and Building Materials. 118, 294-306.
-British Petroleum. (2023). Statistical review of world energy, Energy economic, Centre for energy economics research and policy.
-Correia, N. d. S.; Portelinha, F. H. M.; Mendes, I. S.; da Silva, J. W. B. (2020). Lime treatment of a diesel-contaminated coarse-grained soil for reuse in geotechnical applications. International Journal of Geo-Engineering, 11 (1), 8. doi: 10.1186/s40703-020-00115-2
-Echeverri-Ramírez, Ó., Valencia-González, Y., Toscano-Patiño, D.E., Ordoñez-Muñoz, F.A., Arango-Salas, C., OsorioTorres, S.A. (2015). Geotechnical behavior of a tropical residual soil contaminated with gasoline. DYNA, 82(190), 31-37.
-Fallah, M. Shabanpor, M. Zakerinia, M. Ebrahimi, S. (2015). Risk assessment of gas oil and kerosene contamination on some properties of silty clay soil. Environ Monit Assess, 187, 437.
-Hernández-Mendoza, C.E. García Ramírez, P. Chávez Alegría, O. (2021). Geotechnical Evaluation of Diesel Contaminated Clayey Soil. Appl. Sci. 11, 6451.
-Hosseini, S.M.R. Naeini, S.A. Hassanlourad, M. (2018). Pre- and post-cyclic behaviour of an unsaturated clayey soil contaminated with crude oil. Sādhanā, 43, 204.
doi:10.1007/s12046-018-0971-2
-Izdebska-Mucha, D., Trzci´nski, J., (2008). Effects of Petroleum Pollution on Clay Soil Microstructure.
-Kererat, C. (2019). Effect of oil-contamination and water saturation on the bearing capacity and shear strength parameters of silty sandy soil. Engineering Geology, 257, 105138.
-Kermani, M. Ebadi, T. (2012). The Effect of Oil Contamination on the Geotechnical Properties of Fine-Grained Soils. Soil and Sediment Contamination: An International Journal, 21, 655-671.
-Khamehchiyan, M. Hossein Charkhabi, A. Tajik, M. (2007). Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Engineering Geology 89, 220-229.
-Khosravi, E. Ghasemzadeh, H. Sabour, M.R. Yazdani, H. (2013). Geotechnical properties of gas oil-contaminated kaolinite. Engineering Geology 166, 11-16.
-Mekkiyah, H.M. Al-Hamadani, Y.A.J. Abdulhameed, A.A. Resheq, A.S. Mohammed, Z.B. (2023). Effect of Crude Oil on the Geotechnical Properties of Various Soils and the Developed Remediation Methods. Appl. Sci. 13, 9103.
-Mustafa, Y. M. Al-Amoudi, O. S. B. Ahmad, S. Maslehuddin, M. (2018). Geotechnical Properties of Plastic Marl Contaminated with Diesel. Arab J Sci Eng 43 (10), 5573-5583.
doi: 10.1007/s13369-018-3224-0
-Nasehi, S.A. Uromeihy, A. Nikudel, M.R. Morsali, A. (2016). Influence of Gas Oil Contamination on Geotechnical Properties of Fine and Coarse-Grained Soils. Geotech Geol Eng. 34, 333-345.
-Quiñones-Bolaños, E. Bustillo-Lecompte, C. (2020). Geotechnical Properties and Stabilization of Well-graded Sand with Clay and Gravel Soils Contaminated with Gasoline. Water Air Soil Pollut, 231, 523.
-Safehian, H. Rajabi, A.M. Ghasemzadeh, H. (2018). Effect of diesel-contamination on geotechnical properties of illite soil. Engineering Geology, 241, 55-63.
-Sarmadi, M.S. Zohrevand, P. Rezaee, M. (2019). Effect of kerosene contamination on the physical and mechanical properties of sandy soil. Innov. Infrastruct. Solut. 4, 7.
doi:10.1007/s41062-019-0196-1
-Trzciński, J. Williams, D.J. Żbik, M.S. (2015). Can hydrocarbon contamination influence clay soil grain size composition? Applied Clay Science, 109-110, 49-54.
-Van der Perk, M. (2013). Soil and water contamination, CRC Press.
-Wei, Y. Wang, Y. Han, J. Cai, M. Zhu, K. Wang, Q. (2019). Analysis of water retention characteristics of oil-polluted earthy materials with different textures based on van Genuchten model. J Soils Sediments, 19, 373-380.
-Zhao, D., (1996). Experimental study of stress-strain and shear strength behavior of contaminated cohesive soils. In: Diss. Present. To Johns Hopkins Univ. Partial fulfillment
Dr. Degree, 149-150.