Behavior of loessical silts contaminated with hydrocarbons and stabilized and solidified with Portland cement

Authors

  • F. M. Francisca Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales

DOI:

https://doi.org/10.21701/bolgeomin.121.2.001

Keywords:

cement, geotechnique, hydrocarbon, loess, soil

Abstract


Stabilization/Solidification (S/S) is one of the more accepted techniques for the remediation of contaminated soils. The expected behavior depends mainly on the contaminant type and concentration, stabilizing agent content and soil type. This work presents experimental results of the stabilization of a loessical silty soil contaminated with hydrocarbons. The S/S was performed by using Portland cement as stabilizing agent and by controlling the hydraulic conductivity and unconfined strength of the solidified mixtures. Obtained results show that the hydrocarbon produces an extremely high decrease of strength in this type of soils, with upper values close to the 20% of that registered in clean soil mixed with the same amount of cement. In coincidence with this trend, the hydraulic conductivity increases significantly due to the presence of organic contaminants since the cement–particle contact is restricted by the organic phase. Experimental results show that the hydraulic conductivity of the specimens containing encapsulated hydrocarbon increases one order of magnitude.

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References

Al-Ansary, M.S. y Al-Tabbaa, A. 2007. Stabilization/ solidification of synthetic petroleum drill cuttings. Journal of Hazardous Materials, 141, 410-421. https://doi.org/10.1016/j.jhazmat.2006.05.079

EPA. 1999. Solidification/stabilization resource guide, EPA/542-B-99-002, U.S. Environmental Protection Agency, Washington.

Ezeldin, S.A., Vaccari, D.A., Bradford, L., Dilcer, S., Farouz, E. y Mueller, R.T. 1992. Stabilization and solidification of hydrocarbon-contaminated soils in concrete. Soil and Sediment Contamination: An International Journal, 1(1), 61 - 79. https://doi.org/10.1080/15320389209383403

Ezeldin, S., Mikhail, R. y Choi, B.J. 1995. Properties of concrete containing benzene contaminated soils. Materials Journal, 92(4), 401-410. https://doi.org/10.14359/975

Fetter, C.W. 1999. Contaminant hydrogeology. Prentice Hall, New Jersey, 500 pp.

Fernandez, A.L. y Santamarina, J.C. 2001. Effect of cementation on the small-strain parameters of sands. Canadian Geotechnical Journal, 38(1), 191-199. https://doi.org/10.1139/t00-081

Francisca, F.M., Cuestas, G.A. y Rinaldi, V.A. 1998. Estudio de permeabilidad en limos loéssicos. Memorias. Encuentro de Geotécnicos Argentinos GT'98. Córdoba, Argentina.

Francisca, F.M. 2007. Evaluating the constrained modulus and collapsibility of loess from standard penetration test. International Journal of Geomechanics, 7(4), 307-310. https://doi.org/10.1061/(ASCE)1532-3641(2007)7:4(307)

Irwin, R., VanMouwerik, M., Stevens, L., Seese, M. y Basham, W. 1997. Environmental contaminants encyclopedia. National Park Service, Water Resources Division, Fort Collins, Colorado.

Cruz, R.C., Festugato, L., Knop, A., Heineck, K.S. y Consoli, N.C. 2006. O uso de cal e carbureto e de cimento Portland no encapsulamento de um solo contaminado por óleo diesel. Memorias. XIII COBRAMSEG - Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica, Curitiba.

Mitchell, J. K. y Soga, K. 2005. Fundamentals of Soil Behavior. 3er Ed. John Wiley & Sons, New York, 577 pp.

Moll, L.L, Terzariol, R.E., Redolfi, R, Rocca, R.J. y Abbona, P. 1988. Experiencias con mezclas de suelo-cemento en suelos loessicos. Memoria. X Congreso Argentino de Mecánica de suelos e Ingeniería en Fundaciones, La Plata.

Moll, L.L. y Rocca, R.J. 1991. Properties of loess in the center of Argentina. Memoria. XI Pan American Conference on Soil Mechanics and Foundation Engineering. Viña del Mar, Chile. Vol. I. pp. 1-14.

Nieva, P.M. y Francisca, F.M. 2009. Conductividad hidráulica de mezclas de limo-bentonita compactadas. En: francisca, F. (ed.), Desafíos y avances de la geotecnia joven en Sudamérica, 1, 193-196.

Reginatto, A.R. y Ferrero, J.C. 1973. Collapse Potential of Soils and Soil Water Chemistry. Memoria. Proceedings of the Eight International Conference on Soil Mechanics and Foundation Engineering, Vol .2, 177-183.

Rinaldi, V.A. y Francisca, F.M. 2006. Monitoring the Removal of Immiscible Contaminants from Sandy Soils by Dielectric Measurements. Journal of Environmental Engineers, 132(8), 931-939. https://doi.org/10.1061/(ASCE)0733-9372(2006)132:8(931)

Rinaldi, V.A., Rocca, R.J. y Zeballos, M.E. 2007. Geotechnical characterization and behavior of Argentinean collapsible loess. En: Tan, Phoon, Hight y Lerouiel (eds.), Characterization and Engineering Properties of Natural Soils, Taylor and Francis Group, London, 4, 2259-2286. https://doi.org/10.1201/NOE0415426916.ch16

Rocca, R.J., Redolfi, E.R., Terzariol, R.E. 2006. Características Geotécnicas de los Loess de Argentina. Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil, 6(2), 149-166.

Schwille, F. 1984. Migration of Organic Fluids Immiscible with Water in Unsaturated Zone. En: Yaron B., Dagan G. y Goldshmid J. (eds.), Pollutants in Porous Media: The Unsaturated zone Between Soil Surface and Groundwater, 47, Ecological Studios, Springler Verlag. https://doi.org/10.1007/978-3-642-69585-8_4

Sharma, H.D. y Reddy, K.R. 2004. Geoenvironmental Engineering. John Wiley and Sons, New Jersey, 968 pp.

Stavridakis, E.I. 2006. A solution to the problem of predicting the suitability of silty-clayey materials for cementstabilization. Geotechnical and Geological Engineering, 24, 379-398. https://doi.org/10.1007/s10706-004-7934-6

Terzariol, R.E., Abbona, P. y Redolfi, E.R. 2000. Uso de suelocemento plástico como relleno de zanjas. Memoria. XV Congreso Argentino de Mecánica de suelos e Ingeniería Geotécnica, Buenos Aires.

Teruggi, M.E. 1957. The Nature and Origin of Argentinean Loess. Journal of Sedimentology and Petrology, 27(3), 323-332. https://doi.org/10.1306/74D706DC-2B21-11D7-8648000102C1865D

USACE, 1984. Soil Stabilization for Pavements -Mobilization Construction. US Army Corps of Engineers (USACE), EM 1110-3-137, Washington.

USACE, 2000. Solidification/stabilization (s/s) of contaminated material, US Army Corps of Engineers (USACE), UFGS-02160A, Washington.

Zárate, M.A. 2003. Loess of Southern South America. Quaternary Science Reviews, 22, 1987-2006. https://doi.org/10.1016/S0277-3791(03)00165-3

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Published

2010-06-30

How to Cite

Francisca, F. M. (2010). Behavior of loessical silts contaminated with hydrocarbons and stabilized and solidified with Portland cement. Boletín Geológico Y Minero, 121(2), 131–138. https://doi.org/10.21701/bolgeomin.121.2.001

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