Shear Strength Behavior of Oil-Contaminated Bushehr Carbonate Sand

Document Type : Regular Paper

Authors

1 Department of Civil Engineering, Arak Branch, Islamic Azad University, Arak, Iran

2 Department of Civil Engineering, Faculty of Engineering, Ayatollah Borujerdi University, Borujerd, Iran

3 Department of Civil Engineering, Faculty of Engineering, Kermanshah University of Technology, Kermanshah, Iran

4 Tisfun Artificial Intelligence Company, Kermanshah, Iran

Abstract

The crude oil leakage in soils could lead to an extreme reduction in resistance. It is significant for oil-rich countries, such as Iran, with several crude oil resources. The clean and oil-contaminated Bushehr carbonate coastal sand cyclic simple shear behavior is investigated. The clean and crude oil-contaminated sands were prepared with a relative density of 60%, and oil-contaminated samples were prepared using 2%, 4%, and 6% crude oil. Shear modulus (G) and damping ratio (D) rely on soil particle characteristics. Using 2% crude in Bushehr carbonate sand leads to an approximately 5% increase in shear modulus. Also, applying 4% oil in the specimens caused roughly 8% enhancement in the dynamic strength of Bushehr carbonate sand. Keeping the conditions constant, the effects of oil contamination on this carbonate sand were investigated using a cyclic simple shear apparatus. The results indicate that 6% crude oil contamination will lead to a decline in shear modulus (10.6%), a growth (27.6%) in the damping ratio, and a decrease (16.6%) in the friction angle of Bushehr sand in comparison to clean sands. However, 2% and 4% contamination led to static and dynamic resistance increase of Bushehr carbonate sand. The results indicated that using 2% and 4% crude oil caused a 12.5% and 20.8% increase in the static resilience of Bushehr carbonate sand, respectively.

Highlights

  • Simple shear device a precise apparatus in understanding dynamic characteristics of soils.
  • Bushehr carbonate sand in Iran, as oil-rich country, is at risk due to oil contamination.
  • SEM analysis demonstrate the oil presence on the surface of Bushehr carbonate sand lead to slippery surface cause strength reduction.

Keywords

Main Subjects


[1]     Al-Mebayedh H, Niu A, Lin C. Strategies for cost-effective remediation of widespread oil-contaminated soils in Kuwait, an environmental legacy of the first Gulf War. J Environ Manage 2023;344:118601. doi:https://doi.org/10.1016/j.jenvman.2023.118601.
[2]     Javdanian H, Zehtabchi E. Experimental Study on Lime-Stabilization of Isfahan Landfill. J Rehabil Civ Eng 2024:1–11. doi:10.22075/jrce.2024.31692.1895.
[3]     Nasiri M, Sharafi H. 3D Numerical investigation of excavation in sandy ground reinforced using different types of geosynthetics. Int J Min Geo-Engineering 2022;56:47–52. doi:10.22059/ijmge.2021.290329.594827.
[4]     Mohammadi A, Ebadi T, Eslami A, van der Zee SE. Axial compressive bearing capacity of piles in‎ oil-contaminated sandy soil using FCV. Mar Georesources Geotechnol 2019;37:164–79.
[5]     Al-Adly AIF, Fadhil AI, Fattah MY. Bearing capacity of isolated square footing resting on contaminated sandy soil with crude oil. Egypt J Pet 2019;28:281–8.
[6]     Joukar AR, Hajiani Boushehrian A. S‌T‌U‌D‌Y‌I‌N‌G T‌H‌E B‌E‌H‌A‌V‌I‌O‌R O‌F S‌T‌R‌I‌P F‌O‌U‌N‌D‌A‌T‌I‌O‌N R‌E‌S‌T‌E‌D O‌N T‌H‌E K‌E‌R‌O‌S‌E‌N‌E O‌I‌L A‌N‌D G‌A‌S‌O‌I‌L C‌O‌N‌T‌A‌M‌I‌N‌A‌T‌E‌D S‌A‌N‌D S‌L‌O‌P‌E‌S. Sharif J Civ Eng 2020;36:151–8.
[7]     Afrazi M, Yazdani M. Determination of the effect of soil particle size distribution on the shear behavior of sand. J Adv Eng Comput 2021;5:125–34.
[8]     Nasr AMA. Utilisation of oil-contaminated sand stabilised with cement kiln dust in the construction of rural roads. Int J Pavement Eng 2014;15:889–905.
[9]     Nasiri M, Hajiazizi M, Jongpradist P, Mazaheri AR. Time-Dependent Behavior of Crude Oil-Contaminated Sands Under Static and Dynamic States. Soil Sediment Contam An Int J 2024;33:353–74.
[10]   Feng X, Guo S, Wen F, Zhu W, Yang X, Gu M, et al. New insight into desorption behavior and mechanism of oil from aged oil-contaminated soil in microemulsion. J Hazard Mater 2023;451:131108. doi:https://doi.org/10.1016/j.jhazmat.2023.131108.
[11]    Mazaheri AR, Nasiri M, Javadi A, Amiri E. Stabilization of crude oil-contaminated Bushehr carbonate sand: physical and chemical study. Bull Eng Geol Environ 2024;83:373.
[12]   Nasiri M, Amiri E. Physically and Chemically Investigation of Crude Oil Adsorption Using Bentonite Nano Fluid in Contaminated Bushehr Carbonate Sand. J Hazardous, Toxic, Radioact Waste 2024. doi:10.1061/JHTRBP/HZENG-1449.
[13]   Long L, Nasiri M, Amiri E. Optimal Preservation of Oil-Containing Sands Using Zeolite: A Physical and Chemical Analysis. J Geotech Geoenvironmental Eng 2024;150:4024121.
[14]   Shin EC, Lee JB, Das BM. Bearing capacity of a model scale footing on crude oil-contaminated sand. Geotech Geol Eng 1999;17:123–32.
[15]   Nasiri M, Hajiazizi M, Mazaheri AR. The behavior of Oil-Contaminated Sands in CBR Test. Amirkabir J Civ Eng 2021;53:3017–28.
[16]   Prasanna G, Manoharan S. A review on effect of crude oil on the geotechnical properties of soil. Int J Res Eng Technol 2016;3:1234–6.
[17]   Aziz ZS, Jazza SH, Dageem HN, Banoon SR, Balboul BA, Abdelzaher MA. Bacterial biodegradation of oil-contaminated soil for pollutant abatement contributing to achieve sustainable development goals: A comprehensive review. Results Eng 2024;22:102083. doi:https://doi.org/10.1016/j.rineng.2024.102083.
[18]   Wu L, Hu Z, Gao Y, Yue C, Liu C, Liew RK, et al. Feasibility of microwave remediation of simulative crude oil-contaminated soil assisted by bluecoke-based modifiers. Chemosphere 2024;362:142600. doi:https://doi.org/10.1016/j.chemosphere.2024.142600.
[19]   Nemati B, Baneshi MM, Akbari H, Dehghani R, Mostafaii G. Phytoremediation of pollutants in oil-contaminated soils by Alhagi camelorum: evaluation and modeling. Sci Rep 2024;14:5502. doi:10.1038/s41598-024-56214-y.
[20]   Lv Y, Bao J, Dang Y, Liu D, Li T, Li S, et al. Biochar aerogel enhanced remediation performances for heavy oil-contaminated soil through biostimulation strategy. J Hazard Mater 2023;443:130209. doi:https://doi.org/10.1016/j.jhazmat.2022.130209.
[21]   Nasiri M, Hajiazizi M, Jongpradist P, Mazaheri AR. Impact of natural environment on sand aging under static and dynamic conditions. Granul Matter 2022;24:47.
[22]   Mazaheri AR, Komasi M, Veisi M, Nasiri M. Dynamic Analysis of Earth Dam using Numerical Method—A Case Study Doyraj Earth Dam. Acta Geotech Slov 2021;18:65–78.
[23]   Brandes HG. Simple shear behavior of calcareous and quartz sands. Geotech Geol Eng 2011;29:113–26.
[24]   Finn WDL, Pickering DJ, Bransby PL. Sand liquefaction in triaxial and simple shear tests. J Soil Mech Found Div 1971;97:639–59.
[25]   Kjellman W. Testing the shear strength of clay in Sweden. Geotechnique 1951;2:225–32.
[26]   Roscoe KH. An apparatus for the application to simple shear to soil samples. Proc, 2nd ICSMFE, Zurich, 1953 1953;1:186–91.
[27]   Kang X, Ge L, Chang K-T, Kwok AO-L. Strain-controlled cyclic simple shear tests on sand with radial strain measurements. J Mater Civ Eng 2016;28:4015169.
[28]   Vucetic M, Lanzo G, Doroudian M. Damping at small strains in cyclic simple shear test. J Geotech Geoenvironmental Eng 1998;124:585–94.
[29]   Mazaheri A, Nasiri M. Liquefaction Behavior of Stabilized Sand using Clay - A Case Study: Dorood Liquefied Sand Investigation. J Hydraul Struct 2020;6:33–46. doi:10.22055/jhs.2021.36007.1155.
[30]   Mazaheri A, Javadi A, Nasiri M. Liquefaction Behavior of Bushehr Coastal Carbonate Sand. J Hydraul Struct 2022;8:52–66. doi:10.22055/jhs.2022.40316.1208.
[31]   Al-Sanad HA, Eid WK, Ismael NF. Geotechnical properties of oil-contaminated Kuwaiti sand. J Geotech Eng 1995;121:407–12.
[32]   Cook EE, Puri VK, Shin EC. Geotechnical characteristics of crude oil-contaminated sands. ISOPE Int. Ocean Polar Eng. Conf., ISOPE; 1992, p. ISOPE-I-92-053.
[33]   Khosravi E, Ghasemzadeh H, Sabour MR, Yazdani H. Geotechnical properties of gas oil-contaminated kaolinite. Eng Geol 2013;166:11–6.
[34]   Amer MI, Kovacs WD, Aggour MS. Cyclic simple shear size effects. J Geotech Eng 1987;113:693–707.
[35]   Porcino D, Marcianò V, Granata R. Cyclic liquefaction behaviour of a moderately cemented grouted sand under repeated loading. Soil Dyn Earthq Eng 2015;79:36–46.
[36]   Peacock WH, Seed HB. Sand liquefaction under cyclic loading simple shear conditions. J Soil Mech Found Div 1968;94:689–708.
[37]   Madhusudhan BR, Boominathan A, Banerjee S. Comparison of cyclic triaxial test results on sand-rubber tire shred mixtures with dynamic simple shear test results. Geotech. Earthq. Eng. Soil Dyn. V, American Society of Civil Engineers Reston, VA; 2018, p. 132–40.