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Influence of Gas Oil Contamination on Geotechnical Properties of Fine and Coarse-Grained Soils

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Abstract

Contamination of soil by the leakage of gas oil may affect its physical, chemical and mechanical properties. There are many ways which could enhance the leakage of gas oil including; corroded storage tanks, processing plants and petroleum transportation. The aim of this paper is to consider the effect of gas oil contamination on the geotechnical properties of some soil specimens such as poorly graded sand (SP), low plasticity clay and silt (CL, ML). The uncontaminated specimens have undergone some basic laboratory tests such as plasticity, compaction, unconfined compression strength (UCS) and direct shear tests. The samples artificially contaminated with 3, 6 and 9 % of gas oil in relative to their dry weight. Results indicate a decrease in the friction angle and an increase in the cohesion of the soils with the increase of gas oil content. In addition, a reduction in the maximum dry density and optimum moisture content observed during the conduction of compaction test. The increase of gas oil percentage also showed a direct effect on the increases of liquid and plastic limits of clay and silt soils. On the other hands, the increase of gas oil percent reversely effect on the UCS of silt soil. According to the field emission scanning electron microscopy study, it can be stated that the increase of clay particles extends the rate of fabric flocculation is a key factor for increasing the unconfined compression strength in clayey soil.

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References

  • Aiban SA (1998) (The effect of temperature on the engineering properties of oil-contaminated sands. Environ Int 24:153–161

    Article  Google Scholar 

  • Al-Sanad HA, Ismael NF (1997) Aging effect on oil-contaminated Kuwaiti sand. J Geotech Geoenviron Eng 123:290–293

    Article  Google Scholar 

  • Al-Sanad HA, Eid WK, Ismael NF (1995) Geotechnical properties of oil-contaminated Kuwaiti sand. J Geotech Eng 121:407–412

    Article  Google Scholar 

  • American Society for Testing and Materials D2166 (1999) Standard test method for unconfined compressive strength of cohesive soils. Annual Books of ASTM Standards

  • 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 Standards

  • American Society for Testing and Materials D422 (1999) Standard test method for particle size analysis of soils. Annual Books of ASTM Standards

  • American Society for Testing and Materials D4318 (1999) Standard test method for liquid limit, plastic limit and plasticity index of soils. Annual Books of ASTM Standards

  • American Society for Testing and Materials D698 (1999) Standard test method for laboratory compaction characteristic. Annual Books of ASTM Standards

  • American Society for Testing and Materials D854 (1999) Standard test method for specific gravity of soils. Annual Books of ASTM Standards

  • Bower CA, Gschwend FG (1952) Ethylene glycol retention by soils as a measure of surface area and interlayer swelling. In: Proceedings of the Soil Science Society, pp 342–345

  • Brunauer S, Emmett PH, Teller E (1938) Adsorption of gases in multimolecular layers. J Am Chem Soc 60:309–319

    Article  Google Scholar 

  • Carter DL, Heilman MD, Gonzalez CL (1965) Ethylene glycol monoethyl ether for determining surface area of silicate minerals. Soil Sci Plant Nutr 100:356–360

    Google Scholar 

  • Craig RF (1990) Soil mechanics, 4th edn. Chapman and Hall, London

    Google Scholar 

  • Das BM (1994) Principle of geotechnical engineering, 3rd edn. PWS Publishing Company, Boston

    Google Scholar 

  • Fine P, Garber ER, Yaron B (1997) Soil interaction with petroleum hydrocarbon: abiotic processes. Soil Technol 10:133–153

    Article  Google Scholar 

  • Jia YG, Wu Q, Shang H, Yang ZN, Shan HX (2011) The influence of oil contamination on the geotechnical properties of coastal sediments in the Yellow River Delta, China. Bull Eng Geol Environ 70:517–525

    Article  Google Scholar 

  • Kermani M, Ebadi T (2012) The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam 21:655–671

    Article  Google Scholar 

  • Khamehchiyan M, Charkhabi AH, Tajik M (2007) Effect of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229

    Article  Google Scholar 

  • Khosravi E, Ghasemzadeh H, Sabour MR, Yazdani H (2013) Geotechnical properties of gas oil-contaminated kaolinite. Eng Geol 166:11–16

    Article  Google Scholar 

  • Lambe TW (1958) The engineering behavior of compacted clay. J Soil Mech Found Div ASCE 84:1–35

    Google Scholar 

  • Lambe TW, Whitman RV (1969) Soil mechanics, 1st edn. Wiley, New York

    Google Scholar 

  • Meegoda JN, Rajapakse RA (1993) Long-term and short-term hydraulic conductivities of contaminated clay. J Environ Eng ASCE 119:725–743

    Article  Google Scholar 

  • Meegoda JN, Ratnaweera P (1994) Compressibility of contaminated fine-grained soils. Geotech Test J 17:101–113

    Article  Google Scholar 

  • Meegoda JN, Chen B, Gunasekera SD, Pederson P (1998) Compaction characteristics of contaminated soils-reuse as a road base material. In: Vipulanandan C, Elton David J (eds) Recycled materials in geotechnical applications. Geotechnical Special Publication ASCE 79:165–209

  • Moore CA, Mitchell JK (1974) Electromagnetic forces and soil strength. Geotechnique 24(4):627–640

    Article  Google Scholar 

  • Nazir AK (2011) Effect of motor oil contamination on geotechnical properties of over consolidated clay. Alex Eng J 50:331–335

    Article  Google Scholar 

  • Olchawa A, Kumor M (2007) Compressibility of organic soils polluted with diesel oil. Arch Hydro Eng Environ Mech 54(4):299–307

    Google Scholar 

  • Olgun M, Yildiz M (2010) Effect of organic fluids on the geotechnical behavior of a highly plastic clayey soil. Appl Clay Sci 48:615–621

    Article  Google Scholar 

  • Puri VK (2000) Geotechnical aspects of oil-contaminated sands. Soil Sediment Contam 9(4):359–374

    Article  Google Scholar 

  • Rahman ZA, Hamzah U, Taha MR, Ithnain NS, Ahmad N (2010) Influence of oil contamination on geotechnical properties of basaltic residual soil. Am J Appl Sci 7:954–961

    Article  Google Scholar 

  • Ratnaweera P, Meegoda JN (2006) Shear strength and stress-strain behavior of contaminated soils. Geotech Test J 29:133–140

    Google Scholar 

  • Shah SJ, Shroff Jignesh AV, Tiwari KC, Ramakrishnan D (2003) Stabilization of fuel oil contaminated soil—a case study. Geotech Geol Eng 21:415–427

    Article  Google Scholar 

  • Shin EC, Das BM (2001) Bearing capacity of unsaturated oil-contaminated sand. Int J Offshore Polar Eng 11:220–226

    Google Scholar 

  • Sridharan A, Rao GV (1979) Shear strength behavior of saturated clays and the role of the effective stress concept. Geotechnique 29:177–193

    Article  Google Scholar 

  • Zhao D (1996) Experimental study of stress-strain and shear strength behavior of contaminated cohesive soils. Ph.D. thesis, Whiting School of Engineering, The Johns Hopkins University, Baltimore. MD, USA

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Nasehi, S.A., Uromeihy, A., Nikudel, M.R. et al. Influence of Gas Oil Contamination on Geotechnical Properties of Fine and Coarse-Grained Soils. Geotech Geol Eng 34, 333–345 (2016). https://doi.org/10.1007/s10706-015-9948-7

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