Effect of oil-contamination on behavior of geocell-reinforced soil abutment wall

نوع مقاله : مقاله پژوهشی


1 دانشکده مهندسی عمران، دانشگاه آزاد اسلامی واحد تهران جنوب، تهران، ایران

2 دانشکده مهندسی عمران، دانشگاه صنعتی خواجه نصیر طوسی، تهران، ایران

3 دانشکده مهندسی عمران، دانشگاه صنعتی قم، قم، ایران


Oil-contaminated soil should be remediated or can be used as filling materials .The evaluation of bearing capacity of geocell-reinforced soil abutment wall is the purpose of present study under conditions of the backfill contaminated soil through numerical modeling based on PLAXIS 2D. The behavior of the wall is studied based on changes in the amount of oil, the distance between the strip footing and the wall facing (D), the height (hg) the length (L) and the number of geocell layers as well as the wall slope. The numerical results showed that the maximum length geocell layer required is 2.16 times the footing width and the optimum geocell length is equal to 1.0 times the wall height (H). The increase in the geocell height and number of geocell layers leads to increase in the soil stiffness, leading to increase in the bearing capacity of footing and decrease in the horizontal displacement of wall. The results showed that reducing the slope of the wall is very effective in reducing the horizontal displacement of the wall. In general, the soil contamination due to the oil has a negative effect on wall performance. In other words, an increase in the amount of oil reduces the percentage improvement in the wall behavior due to an increase in the height, length and the number of geocell layers. For example at hg/B = 0.6 and settlement equal to 10% of the footing width, the bearing capacity of footing for soil contamination with 9% oil reduces by 35%.


Abdelhalim, R.A., El Sawwaf, M., Nasr, A.M., Farouk, A. 2020. Experimental and numerical studies of laterally loaded piles located near oil-contaminated sand slope. Engineering Science and Technology, 23, 744–757. https://doi.org/10.1016/j.jestch.2020.03.001 .
Ahmadi, M., Ebadi, T., Maknoon, R. 2021. Effects of crude oil contamination on geotechnical properties of sand-kaolinite mixtures. Engineering Geology, 283, 106021. https://doi.org/10.1016/j.enggeo.2021.106021 .
Al-Adili, A., Alsoudany, K.Y., Shakir, A. 2017. Investigation of crude oil pollution effect on stiffness characteristic of sandy and gypseous soil. Soil Mechanics and Foundation Engineering, 54(4), 276-282. http://doi.org/10.1007/s11204-017-9469-x .
Alfach, M.T., Wilkinson, S. 2020. Effect of crude-oil-contaminated soil on the geotechnical behaviour of piles foundation. Geotechnical Research, 7(2), 76–89. https://doi.org/10.1680/jgere.19.00017 .
Bathurst, R.J., Karpurapu, R.G. 1993. Large-scale triaxial compression testing of geocell-reinforced granular soils. Geotechnical Testing Journal, 16, 296–303. http://doi.org/10.1520/GTJ10050J.
Biabani, M.M., Indraratna, B., Trung Ngo, N. 2016. Modelling of geocell-reinforced subballast subjected to cyclic loading. Geotextiles and Geomembranes, 44, 489-503. http://doi.org/10.1016/j.geotexmem.2016.02.001 .
Changizi, F., A. Razmkhah., H. Ghasemzadeh., and M. Amelsakhi. 2022. Behavior of geocell-reinforced soil abutment wall: A physical modeling. Journal of Materials in Civil Engineering, 34(3), 04021495. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004132 .
Chen, R.H., Chiu, Y.M. 2008. Model tests of geocell retaining structures. Geotextiles and Geomembranes, 26, 56–70.: https://doi.org/10.1016/j.geotexmem.2007.03.001.
Chen, R.H., Wu, C.P., Huang, F.Ch., Shen, Ch.W. 2013. Numerical analysis of geocell-reinforced retaining structures. Geotextiles and Geomembranes, 39, 51-62. http://doi.org/10.1016/j.geotexmem.2013.07.003 .
Dash, S.K. 2010. Influence of Relative Density of Soil on Performance of Geocell-Reinforced Sand Foundations. Journal of Materials in Civil Engineering, 22, 533-538. http://doi.org/10.1061/(ASCE)MT.1943-5533.0000040 .
Dash, S.K. 2012. Effect of geocell type on load-carrying mechanisms of geocell-reinforced sand foundations. International Journal of Geomechanics, 12, 537-548. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000162 .
Fadhil Al-Adly, A.I., Fadhil, A.M., Fattah, M.Y. 2019. Bearing capacity of isolated square footing resting on contaminated sandy soil with crude oil. Egyptian Journal of Petroleum, 28, 281–288. https://doi.org/10.1016/j.ejpe.2019.06.005 .
Ghasemzadeh, H., Tabaiyan, M. 2017. The Effect of Diesel Fuel Pollution on the Efficiency of Soil stabilization Method. Geotechnical and Geological Engineering, 35, 475–484. https://doi.org/10.1007/s10706-016-0121-8 .
Hegde, A., Sitharam, T.G. 2013. Experimental and numerical studies on footings supported on geocell reinforced sand and clay beds. International Journal of Geotechnical Engineering, 7(4), 346–354. https://doi.org/10.1179/1938636213Z.00000000043 .
Hegde, A.M, Sitharam, T.G. 2015. Three-dimensional numerical analysis of geocell-reinforced soft clay beds by considering the actual geometry of geocell pockets. Canadian Geotechnical Journal, 52, 1–12. https://doi.org/10.1139/cgj-2014-0387 .
Inti, S., Tandon, V. 2021. Design of geocell reinforced roads through fragility modeling. Geotextiles and Geomembranes, 49(5), 1085-1094. https://doi.org/10.1016/j.geotexmem.2021.03.003 .
Kermani, M., Ebadi, T. 2012. The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam, 21(5), 655–671. https://doi.org/10.1080/15320383.2012.672486 .
Khosravi, E., Ghasemzadeh, H., Sabour, M.R., Yazdani, H. 2013. Geotechnical properties of gas oil-contaminated kaolinite. Engineering Geology, 166, 11–16. https://doi.org/10.1016/j.enggeo.2013.08.004 .
Laba, J.T., Kennedy, J.B. 1986. Reinforced earth retaining wall analysis and design. Can. Geotech. J. 23(3), 317 – 326. https://doi.org/10.1139/t86-045 .
Li, L. H., Yu. C.D., Xiao. H.L., Feng. Q.W., Ma. Q., Yin, J.H. 2020. Experimental study on the reinforced fly ash and sand retaining wall under static load. Construction and Building Materials, 248, 118678. https://doi.org/10.1016/j.conbuildmat.2020.118678 .
Leshchinsky, D., Ling, H.I., Wang, J.P., Rosen, A., Mohri, Y. 2009. Equivalent seismic coefficient in geocell retention systems. Geotextiles and Geomembranes 27, 9–18. https://doi.org/10.1016/j.geotexmem.2008.03.001 .
Ling, H.I., Leshchinsky, D., Wang, J.P., Mohri, Y., Rosen, A. 2009. Seismic Response of Geocell Retaining Walls: Experimental Studies. Journal of Geotechnical and Geoenvironmental Engineering, 135, 515-524. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:4 ( 515 .)
Madhavi Latha, M., Rajagopal, K. 2007. Parametric finite element analyses of geocell-supported embankments. Canadian Geotechnical Journal, 44, 917–927. https://doi.org/10.1139/T07-039 .
Madhavi Latha, M., Somwanshi, A. 2009. Effect of reinforcement form on the bearing capacity of square footings on sand. Geotextiles and Geomembranes, 27, 409–422. https://doi.org/10.1016/j.geotexmem.2009.03.005 .
Madhavi Latha, G., Manju, G.S. 2016. Seismic response of geocell retaining walls through shaking table tests. International Journal of Geosynthetics and Ground Engineering, 2, 7. https://doi.org/10.1007/s40891-016-0048-4 .
Mehdipour, I., Ghazavi, M., Moayed, R.Z. 2013. Numerical study on stability analysis of geocell reinforced slopes by considering the bending effect. Geotextiles and Geomembranes, 37, 23–34. https://doi.org/10.1016/j.geotexmem.2013.01.001 .
Moghaddas Tafreshi, S.N., Dawson, A.R. 2010. Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement. Geotextiles and Geomembranes, 28, 72–84. https://doi.org/10.1016/j.geotexmem.2009.09.003.
Moghaddas Tafreshi, S.N., Khalaj, O., Dawson, A.R. 2014. Repeated loading of soil containing granulated rubber and multiple geocell layers. Geotextiles and Geomembranes, 42, 25-38. http://doi.org/10.1016/j.geotexmem.2013.12.003 .
MoghaddasTafreshi, S.N., Sharifi, P., Dawson, A.R. 2016. Performance of circular footings on sand by use of multiple-geocell or –planar geotextile reinforcing layers. Soils and Foundations, 56(6), 984–997: http://doi.org/10.1016/j.sandf.2016.11.004 .
Nasehi, S.A., Uromeihy, A., Nikudel, M.R., Morsali, A. 2015. Influence of gas oil contamination on geotechnical properties of fine and coarse-grained soils. Geotechnical and Geological Engineering, 34(1), 333–345. http://doi.org/10.1007/s10706-015-9948-7 .
Nasr, A.M.A. 2009. Experimental and Theoretical Studies for the Behavior of Strip Footing on Oil-Contaminated Sand. Journal of Geotechnical and Geoenvironmental Engineering, 135(12), 1814-1822. http://doi.org/10.1061/ASCEGT.1943-5606.0000165 .
Pokharel, S.K., Han, J., Leshchinsky, D., Parsons, R.L., Halahmi, I. 2010. Investigation of factors influencing behavior of single geocell-reinforced bases under static loading. Geotextiles and Geomembranes 28, 570-578. http://doi.org/10.1016/j.geotexmem.2010.06.002 .
Pokharel, S.K., Han, J., Leshchinsky, D., Parsons, R.L. 2018. Experimental evaluation of geocell-reinforced bases under repeated loading. International Journal of Pavement Research and Technology, 11(2), 114-127. https://doi.org/10.1016/j.ijprt.2017.03.007 .
Rajagopal, K., Krishnaswamy, N.R., and Madhavi Latha, G. 1999. Behavior of sand confined in single and multiple geocells. Geotextiles and Geomembranes, 17, 171–184. https://doi.org/10.1016/S02661144(98)00034-X .
Rankine, W. M. J. 1857. On Stability on Loose Earth,” Philosophic Transactions of Royal Society, London, Part I, 9–27 .
Safehiana, H., Rajabi, A.M., Ghasemzadeh, H. 2018. Effect of diesel-contamination on geotechnical properties of illite soil. Engineering Geology, 241, 55–63. https://doi.org/10.1016/j.enggeo.2018.04.020 .
Singh, S.K., Srivastava, R.K., Siby, J. 2008. Settlement characteristics of clayey soils contaminated with petroleum hydrocarbons. Soil and Sediment Contamination: An International Journal, 17(3), 290–300. https://doi.org/10.1080/15320380802007028 .
Skinner, G.D., R. K. Rowe. 2005. Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation. Geotextiles and Geomembranes, 23, 234–60. https://doi.org/10.1016/j.geotexmem.2004.10.001 .
Soltani-Jigheh, H., Vafaei Molamahmood, H., Ebadi, T., Soorki, A.A. 2018. Effect of Oil-Degrading Bacteria on Geotechnical Properties of Crude Oil–Contaminated Sand. Environmental & Engineering Geoscience, 24 (3), 333–341. https://doi.org/10.2113/EEG-1883 .
Song, F., Xie, Y.L., Yang, Y.F., Yang, X.H. 2014. Analysis of failure of flexible geocell-reinforced retaining walls in the centrifuge. Geosynthetics International, 21(6), 342-351. http://doi.org/10.1680/gein.14.00022 .
Song, F. Liu, H., Hu, H., Xie, Y. 2018a. Centrifuge Tests of Geocell-Reinforced Retaining Walls at Limit Equilibrium. Journal of Geotechnical and Geoenvironmental Engineering, 144(3), 04018005. http://doi.org/10.1061/(ASCE)GT.1943-5606.0001849 .
Song, F., i Liu, H., Ma, L., Hu, H. 2018b. Numerical analysis of geocell-reinforced retaining wall failure modes. Geotextiles and Geomembranes, 46, 284–296. https://doi.org/10.1016/j.geotexmem.2018.01.004 .
Soudé, M., Chevalier, B., Grédiac, M., Talon, A., Gourvès, R. Experimental and numerical investigation of the response of geocell-reinforced walls to horizontal localized impact. Geotextiles and Geomembranes, 39, 39-50. http://doi.org/10.1016/j.geotexmem.2013.07.006 .
Tatsuoka, F., Tateyama, M. Koda, K. Kojima, T. Yonezawa, Y. Shindo, S. Tamai, Sh. 2016. Research and construction of geosynthetic-reinforced soil integral bridges. Transportation Geotechnics, 8, 4–25. https://doi.org/10.1016/j.trgeo.2016.03.006 .
Thallak, S.G., Saride, S., Dash, S.K. 2007. Performance of surface footing on geocell-reinforced soft clay beds. Geotechnical and Geological Engineering, 25, 509–524. https://doi.org/10.1007/s10706-007-9125-8 .
Venkateswarlu, H., Ujjawal, K.N., Hegde, A. 2018. Laboratory and numerical investigation of machine foundations reinforced with geogrids and geocells. Geotextiles and Geomembranes, 46(6), 882-896. https://doi.org/10.1016/j.geotexmem.2018.08.006 .
Xiao, Ch., Han, J., Zhang, Z. 2016. Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading. Geotextiles and Geomembranes, 44, 81-94. https://doi.org/10.1016/j.geotexmem.2015.06.001 .
Xie, Y., Yang, X. 2009. Characteristics of a new-type geocell flexible retaining wall. Journal of Materials in Civil Engineering, 21(4), 171-175. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:4 ( 171 .)
Yang, X., Han, J., Pokharel, S.K., Manandhar, Ch., Parsons, R.L., Leshchinsky, D., Halahmi, I. 2012. Accelerated pavement testing of unpaved roads with geocell-reinforced sand bases. Geotextiles and Geomembranes, 32, 95-103. https://doi.org/10.1016/j.geotexmem.2011.10.004 .
Zhou, H., Wen, X. 2008. Model studies on geogrid- or geocell-reinforced sand cushion on soft soil. Geotextiles and Geomembranes, 26, 231–238. https://doi.org/10.1016/j.geotexmem.2007.10.002.