Effect of Oil Contamination on the Liquefaction Behavior of Sandy
Oil leakage from the pipelines and the tanks carrying them, or during oil extraction, could lead to the changes in the characteristics and properties of the soil. In this paper, conducting a series of experimental cyclic triaxial tests, the effects of oil contamination on the liquefaction potential of sandy soils is investigated. The studied specimens are prepared by mixing the Firoozkuh sand with crude oil in 4, 8 and 12 percent by soil dry weight. The results show that the oil contamination up to 8% causes an increase in the soil liquefaction resistance and then with increase in the contamination, the liquefaction resistance decreases.
[1] Al-Sanad, H.A., W.K. Eid, and N.F. Ismael, Geotechnical properties of oil-contaminated Kuwaiti sand. Journal of geotechnical engineering, 1995. 121(5): p. 407-412.
[2] Al-Sanad, H.A.a.N.F.I., Aging effects on oil-contaminated Kuwaiti sand. Journal of geotechnical and geoenvironmental engineering, (1997). 123(3): p. 290-293.
[3] Puri, V.K., Geotechnical aspects of oil-contaminated sands. Soil and Sediment Contamination, 2000. 9(4): p. 359-374.
[4] Khamehchiyan, M., A. Hossein Charkhabi, and M. Tajik, Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Engineering Geology, 2007. 89(3–4): p. 220-229.
[5] Rehman, H., S.N. Abduljauwad, and T. Akram, Geotechnical behavior of oil-contaminated fine-grained soils. Electronic Journal of Geotechnical Engineering, 2007. 12: p. 1-12
[6] Polito, C.P. and J.R. Martin II, Effects of nonplastic fines on the liquefaction resistance of sands. Journal of Geotechnical and Geoenvironmental Engineering, 2001. 127(5): p. 408-415.
[7] Chan, C., Instruction manual, CKC E/P cyclic loading triaxial system user’s manual. Soil Engineering Equipment Company, San Francisco, 1985.
[8] Ladd, R., Preparing test specimens using undercompaction. ASTM geotechnical testing journal, 1978. 1(1).
[9] Designation, A., D 5311-92 (Reapproved 1996) Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil.Annual Book of ASTM standards. 4.
[10] Singh, S., R. Srivastava, and S. John, Studies on soil contamination due to used motor oil and its remediation.Canadian Geotechnical Journal, 2009. 46(9): p. 1077-1083.
[11] Aiban, S.A., The effect of temperature on the engineering properties of oil-contaminated sands. Environment International, 1998. 24(1–2): p. 153-161.
[1] Al-Sanad, H.A., W.K. Eid, and N.F. Ismael, Geotechnical properties of oil-contaminated Kuwaiti sand. Journal of geotechnical engineering, 1995. 121(5): p. 407-412.
[2] Al-Sanad, H.A.a.N.F.I., Aging effects on oil-contaminated Kuwaiti sand. Journal of geotechnical and geoenvironmental engineering, (1997). 123(3): p. 290-293.
[3] Puri, V.K., Geotechnical aspects of oil-contaminated sands. Soil and Sediment Contamination, 2000. 9(4): p. 359-374.
[4] Khamehchiyan, M., A. Hossein Charkhabi, and M. Tajik, Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Engineering Geology, 2007. 89(3–4): p. 220-229.
[5] Rehman, H., S.N. Abduljauwad, and T. Akram, Geotechnical behavior of oil-contaminated fine-grained soils. Electronic Journal of Geotechnical Engineering, 2007. 12: p. 1-12
[6] Polito, C.P. and J.R. Martin II, Effects of nonplastic fines on the liquefaction resistance of sands. Journal of Geotechnical and Geoenvironmental Engineering, 2001. 127(5): p. 408-415.
[7] Chan, C., Instruction manual, CKC E/P cyclic loading triaxial system user’s manual. Soil Engineering Equipment Company, San Francisco, 1985.
[8] Ladd, R., Preparing test specimens using undercompaction. ASTM geotechnical testing journal, 1978. 1(1).
[9] Designation, A., D 5311-92 (Reapproved 1996) Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil.Annual Book of ASTM standards. 4.
[10] Singh, S., R. Srivastava, and S. John, Studies on soil contamination due to used motor oil and its remediation.Canadian Geotechnical Journal, 2009. 46(9): p. 1077-1083.
[11] Aiban, S.A., The effect of temperature on the engineering properties of oil-contaminated sands. Environment International, 1998. 24(1–2): p. 153-161.
@article{"International Journal of Earth, Energy and Environmental Sciences:67211", author = "S. A. Naeini and M. M. Shojaedin", title = "Effect of Oil Contamination on the Liquefaction Behavior of Sandy ", abstract = "Oil leakage from the pipelines and the tanks carrying them, or during oil extraction, could lead to the changes in the characteristics and properties of the soil. In this paper, conducting a series of experimental cyclic triaxial tests, the effects of oil contamination on the liquefaction potential of sandy soils is investigated. The studied specimens are prepared by mixing the Firoozkuh sand with crude oil in 4, 8 and 12 percent by soil dry weight. The results show that the oil contamination up to 8% causes an increase in the soil liquefaction resistance and then with increase in the contamination, the liquefaction resistance decreases.
", keywords = "Cyclic triaxial test, Liquefaction resistance, Oil contamination, Sandy soil.", volume = "8", number = "5", pages = "300-4", }
