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Erschienen in: Geotechnical and Geological Engineering 1/2016

27.11.2015 | Original paper

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

verfasst von: Sayed Alireza Nasehi, Ali Uromeihy, Mohammad Reza Nikudel, Ali Morsali

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 1/2016

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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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Literatur
Zurück zum Zitat Aiban SA (1998) (The effect of temperature on the engineering properties of oil-contaminated sands. Environ Int 24:153–161CrossRef Aiban SA (1998) (The effect of temperature on the engineering properties of oil-contaminated sands. Environ Int 24:153–161CrossRef
Zurück zum Zitat Al-Sanad HA, Ismael NF (1997) Aging effect on oil-contaminated Kuwaiti sand. J Geotech Geoenviron Eng 123:290–293CrossRef Al-Sanad HA, Ismael NF (1997) Aging effect on oil-contaminated Kuwaiti sand. J Geotech Geoenviron Eng 123:290–293CrossRef
Zurück zum Zitat Al-Sanad HA, Eid WK, Ismael NF (1995) Geotechnical properties of oil-contaminated Kuwaiti sand. J Geotech Eng 121:407–412CrossRef Al-Sanad HA, Eid WK, Ismael NF (1995) Geotechnical properties of oil-contaminated Kuwaiti sand. J Geotech Eng 121:407–412CrossRef
Zurück zum Zitat 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 D2166 (1999) Standard test method for unconfined compressive strength of cohesive soils. Annual Books of ASTM Standards
Zurück zum Zitat 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 D3080 (1999) Standard test method for direct shear test of soils under consolidated drained conditions. Annual Books of ASTM Standards
Zurück zum Zitat 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 D422 (1999) Standard test method for particle size analysis of soils. Annual Books of ASTM Standards
Zurück zum Zitat 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 D4318 (1999) Standard test method for liquid limit, plastic limit and plasticity index of soils. Annual Books of ASTM Standards
Zurück zum Zitat 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 D698 (1999) Standard test method for laboratory compaction characteristic. Annual Books of ASTM Standards
Zurück zum Zitat American Society for Testing and Materials D854 (1999) Standard test method for specific gravity of soils. 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
Zurück zum Zitat 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 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
Zurück zum Zitat Brunauer S, Emmett PH, Teller E (1938) Adsorption of gases in multimolecular layers. J Am Chem Soc 60:309–319CrossRef Brunauer S, Emmett PH, Teller E (1938) Adsorption of gases in multimolecular layers. J Am Chem Soc 60:309–319CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat Craig RF (1990) Soil mechanics, 4th edn. Chapman and Hall, London Craig RF (1990) Soil mechanics, 4th edn. Chapman and Hall, London
Zurück zum Zitat Das BM (1994) Principle of geotechnical engineering, 3rd edn. PWS Publishing Company, Boston Das BM (1994) Principle of geotechnical engineering, 3rd edn. PWS Publishing Company, Boston
Zurück zum Zitat Fine P, Garber ER, Yaron B (1997) Soil interaction with petroleum hydrocarbon: abiotic processes. Soil Technol 10:133–153CrossRef Fine P, Garber ER, Yaron B (1997) Soil interaction with petroleum hydrocarbon: abiotic processes. Soil Technol 10:133–153CrossRef
Zurück zum Zitat 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 70:517–525CrossRef 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 70:517–525CrossRef
Zurück zum Zitat Kermani M, Ebadi T (2012) The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam 21:655–671CrossRef Kermani M, Ebadi T (2012) The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam 21:655–671CrossRef
Zurück zum Zitat Khamehchiyan M, Charkhabi AH, Tajik M (2007) Effect of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229CrossRef Khamehchiyan M, Charkhabi AH, Tajik M (2007) Effect of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229CrossRef
Zurück zum Zitat Khosravi E, Ghasemzadeh H, Sabour MR, Yazdani H (2013) Geotechnical properties of gas oil-contaminated kaolinite. Eng Geol 166:11–16CrossRef Khosravi E, Ghasemzadeh H, Sabour MR, Yazdani H (2013) Geotechnical properties of gas oil-contaminated kaolinite. Eng Geol 166:11–16CrossRef
Zurück zum Zitat Lambe TW (1958) The engineering behavior of compacted clay. J Soil Mech Found Div ASCE 84:1–35 Lambe TW (1958) The engineering behavior of compacted clay. J Soil Mech Found Div ASCE 84:1–35
Zurück zum Zitat Lambe TW, Whitman RV (1969) Soil mechanics, 1st edn. Wiley, New York Lambe TW, Whitman RV (1969) Soil mechanics, 1st edn. Wiley, New York
Zurück zum Zitat Meegoda JN, Rajapakse RA (1993) Long-term and short-term hydraulic conductivities of contaminated clay. J Environ Eng ASCE 119:725–743CrossRef Meegoda JN, Rajapakse RA (1993) Long-term and short-term hydraulic conductivities of contaminated clay. J Environ Eng ASCE 119:725–743CrossRef
Zurück zum Zitat Meegoda JN, Ratnaweera P (1994) Compressibility of contaminated fine-grained soils. Geotech Test J 17:101–113CrossRef Meegoda JN, Ratnaweera P (1994) Compressibility of contaminated fine-grained soils. Geotech Test J 17:101–113CrossRef
Zurück zum Zitat 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 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
Zurück zum Zitat Moore CA, Mitchell JK (1974) Electromagnetic forces and soil strength. Geotechnique 24(4):627–640CrossRef Moore CA, Mitchell JK (1974) Electromagnetic forces and soil strength. Geotechnique 24(4):627–640CrossRef
Zurück zum Zitat Nazir AK (2011) Effect of motor oil contamination on geotechnical properties of over consolidated clay. Alex Eng J 50:331–335CrossRef Nazir AK (2011) Effect of motor oil contamination on geotechnical properties of over consolidated clay. Alex Eng J 50:331–335CrossRef
Zurück zum Zitat Olchawa A, Kumor M (2007) Compressibility of organic soils polluted with diesel oil. Arch Hydro Eng Environ Mech 54(4):299–307 Olchawa A, Kumor M (2007) Compressibility of organic soils polluted with diesel oil. Arch Hydro Eng Environ Mech 54(4):299–307
Zurück zum Zitat Olgun M, Yildiz M (2010) Effect of organic fluids on the geotechnical behavior of a highly plastic clayey soil. Appl Clay Sci 48:615–621CrossRef Olgun M, Yildiz M (2010) Effect of organic fluids on the geotechnical behavior of a highly plastic clayey soil. Appl Clay Sci 48:615–621CrossRef
Zurück zum Zitat Puri VK (2000) Geotechnical aspects of oil-contaminated sands. Soil Sediment Contam 9(4):359–374CrossRef Puri VK (2000) Geotechnical aspects of oil-contaminated sands. Soil Sediment Contam 9(4):359–374CrossRef
Zurück zum Zitat 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 7:954–961CrossRef 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 7:954–961CrossRef
Zurück zum Zitat Ratnaweera P, Meegoda JN (2006) Shear strength and stress-strain behavior of contaminated soils. Geotech Test J 29:133–140 Ratnaweera P, Meegoda JN (2006) Shear strength and stress-strain behavior of contaminated soils. Geotech Test J 29:133–140
Zurück zum Zitat Shah SJ, Shroff Jignesh AV, Tiwari KC, Ramakrishnan D (2003) Stabilization of fuel oil contaminated soil—a case study. Geotech Geol Eng 21:415–427CrossRef Shah SJ, Shroff Jignesh AV, Tiwari KC, Ramakrishnan D (2003) Stabilization of fuel oil contaminated soil—a case study. Geotech Geol Eng 21:415–427CrossRef
Zurück zum Zitat Shin EC, Das BM (2001) Bearing capacity of unsaturated oil-contaminated sand. Int J Offshore Polar Eng 11:220–226 Shin EC, Das BM (2001) Bearing capacity of unsaturated oil-contaminated sand. Int J Offshore Polar Eng 11:220–226
Zurück zum Zitat Sridharan A, Rao GV (1979) Shear strength behavior of saturated clays and the role of the effective stress concept. Geotechnique 29:177–193CrossRef Sridharan A, Rao GV (1979) Shear strength behavior of saturated clays and the role of the effective stress concept. Geotechnique 29:177–193CrossRef
Zurück zum Zitat 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 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
Metadaten
Titel
Influence of Gas Oil Contamination on Geotechnical Properties of Fine and Coarse-Grained Soils
verfasst von
Sayed Alireza Nasehi
Ali Uromeihy
Mohammad Reza Nikudel
Ali Morsali
Publikationsdatum
27.11.2015
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 1/2016
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-015-9948-7

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