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Effect of kerosene contamination on the physical and mechanical properties of sandy soil

  • Mohammad Sina Sarmadi
  • Pejman Zohrevand
  • Milad RezaeeEmail author
Practice-oriented Paper
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Abstract

Oil contamination can affect the mechanical and physical properties of soil, making its reuse a challenge. In the present study, the effect of kerosene contamination on two types of poorly graded sand (S1 and S2) was investigated. Geotechnical tests for compaction, direct shear and constant head permeability were conducted. The compaction test revealed that dry density increased at a 3% and 6% kerosene content for S1 and S2 soil, respectively. A further increase in kerosene content caused the dry density to decrease for both S1 and S2. The optimum moisture content of kerosene-contaminated soil samples decreased. The direct shear test showed that kerosene contamination increased cohesion and decreased the internal friction angle and shear strength. The permeability test results indicated that kerosene caused a reduction in the permeability of the soil studied.

Keywords

Kerosene Sandy soil Compaction test Direct shear test Constant head permeability test 

References

  1. 1.
    Abousnina RM, Manalo A, Shiau J, Lokuge W (2015) Effects of light crude oil contamination on the physical and mechanical properties of fine sand. Soil Sediment Contam Int J 24:833–845CrossRefGoogle Scholar
  2. 2.
    Abousnina RM, Manalo A, Lokuge W, Shiau J (2015) Oil contaminated sand: an emerging and sustainable construction material. Proc Eng 118:1119–1126CrossRefGoogle Scholar
  3. 3.
    Shin EC, Das BM (2000) Some physical properties of unsaturated oil-contaminated sand. Geo-Denver.  https://doi.org/10.1061/40510(287)9 CrossRefGoogle Scholar
  4. 4.
    Puri VK (2000) Geotechnical aspects of oil-contaminated sands. J Soil Contam 9:359–374CrossRefGoogle Scholar
  5. 5.
    Nazir AK (2011) Effect of motor oil contamination on geotechnical properties of over consolidated clay. Alex Eng J 50:331–335CrossRefGoogle Scholar
  6. 6.
    Khosravi E, Ghasemzadeh H, Sabour MR, Yazdani H (2013) Geotechnical properties of gas oil-contaminated kaolinite. Eng Geol 166:11–16CrossRefGoogle Scholar
  7. 7.
    Nasehi SA, Uromeihy A, Nikudel MR, Morsali A (2015) Influence of gas oil contamination on geotechnical properties of fine and coarse-grained soils. Geotech Geol Eng 34:333–345CrossRefGoogle Scholar
  8. 8.
    Kermani M, Ebadi T (2012) An the effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam 21:655–671CrossRefGoogle Scholar
  9. 9.
    Estabragh AR, Beytolahpour I, Moradi M, Javadi AA (2017) Mechanical behavior of a clay soil contaminated with glycerol and ethanol. Eur J Environ Civ Eng 20:503–519CrossRefGoogle Scholar
  10. 10.
    Safehian H, Rajabi AM, Ghasemzadeh H (2018) Effect of diesel contamination on the geotechnical properties of illite soil. Eng Geol 241:55–63CrossRefGoogle Scholar
  11. 11.
    Al-aghbari M, Dutta R, Mohamedzeini Y (2011) Effect of diesel and gasoline on the properties of sands—a comparative study. Int J Geotech Eng 5:61–68CrossRefGoogle Scholar
  12. 12.
    American Society for Testing and Materials D422 (1999) Standard test method for particle size analysis of soils. Annual Books of ASTM StandardsGoogle Scholar
  13. 13.
    Budhu M (2010) Soil mechanics and foundations, 3rd edn. Wiley, New YorkGoogle Scholar
  14. 14.
    American Society for Testing and Materials D854 (1999) Standard test method for specific gravity of soils. Annual Books of ASTM StandardsGoogle Scholar
  15. 15.
    American Society for Testing and Materials D2438-68 (1999) standard test method for permeability of granular soils (constant head). Annual Books of ASTM standardsGoogle Scholar
  16. 16.
    American Society for Testing and Materials D698 (1999) Standard test method for laboratory compaction characteristic. Annual Books of ASTM StandardsGoogle Scholar
  17. 17.
    American Society for Testing and Materials D3080 (1999) Standard test method for direct shear test of soils under consolidated drained conditions. Annual Books of ASTM StandardsGoogle Scholar
  18. 18.
    Farahani MZ, Hamidi A (2015) Consolidation behavior and geotechnical parameters of oil contaminated kaolinite clay. Iran J Pet Geol 4:1–15Google Scholar
  19. 19.
    American Society for Testing and Materials D2216 -10 (1999) standard test method for laboratory determination of water (moisture) content of soil rock by mass. Annual Books of ASTM StandardsGoogle Scholar
  20. 20.
    Khamehchiyan M, Charkhabi AH, Tajik M (2007) Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229CrossRefGoogle Scholar
  21. 21.
    AI-Sanad HA, Eid WK, IsmaeI NF (1995) Geotechnical properties of oil contaminated Kuwaiti sand. J Geotech Eng 33:407–412CrossRefGoogle Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Mohammad Sina Sarmadi
    • 1
  • Pejman Zohrevand
    • 2
  • Milad Rezaee
    • 3
    Email author
  1. 1.Department of Civil EngineeringKharazmi UniversityTehranIran
  2. 2.Department of Civil EngineeringSharif University of TechnologyTehranIran
  3. 3.Department of Environment, Land and Infrastructure Engineering (DIATI)Politecnico di TorinoTurinItaly

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