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A geoenvironmental application of burned wastewater sludge ash in soil stabilization

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Abstract

This paper studied the use of burned sludge ash as a soil stabilizing agent. The sludge ash was obtained from a public wastewater treatment plant, and it was burned at 550 °C. Different percentages of burned sludge ash were mixed with three different types of clayey soil. A laboratory study consisting of Atterberg’s limits test, unconfined compressive strength test, standard proctor density test, and swelling pressure test were carried out on samples treated with burned sludge at different percentages by dry weight of the clayey soils. The results show that the addition of 7.5 % of the burned sludge ash by the dry weight of the soil will increase the unconfined compressive strength and maximum dry density and also decrease the swelling pressure and the swell potential of the soil. The addition of percentage higher than 7.5 % by dry weight of the soil decreases both the maximum dry density and the unconfined compressive strength; as a result it showed less effectiveness in stabilizing the soil. The conclusion of this research revealed that the burned sludge ash can be used as a promising material for soil stabilization.

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References

  • Ahmed I, Lovell C (1993) Use of rubber tires in highway construction, utilization of waste materials in civil engineering construction. ASCE, New York, pp 166–181

    Google Scholar 

  • Akawwi E, Kharabsheh A (2000) Lime stabilization effects on Geotechnical properties of expansive soils in Amman, Jordan. J Geotech Eng 5

  • Ameta NK, Prohit DGM, Wayal AS, Sandeep D (2007) Economics of stabilizing bentonite soil with Lime-gypsum. Electr J Geotech Eng 12 (Bundle E)

  • Attom MF, Al-Sharif MM (1998) Soil Stabilization with burned olive waste. Appl Clay Sci 13:219–230

    Article  Google Scholar 

  • Basma AdnanA, Al-Sharif MM (1994) Treatment of expansive clays. Mu’tah J Res Stud 9(3):49–81

    Google Scholar 

  • Braun Intertec Environmental. Sewage Sludge Ash Use in Bituminous Paving (1991) Report on additional testing. Prepared for metropolitan waste control commission

  • Braun Intertec Environmental. Sewage Sludge Ash Use in Bituminous Paving (1992) Report on additional testing, prepared for metropolitan waste control commission

  • Foose GJ, Craig HB, Bosscher PJ (1996) Sand reinforcement with shredded waste tires. J Geotech Eng ASCE 122:9 (USA)

    Google Scholar 

  • Gidley JS, Snack WS (1984) Environmental aspects of waste utilization in construction. J Envir Engrg Div ASCE 110(6):1117–1133

    Article  Google Scholar 

  • Ji-ru Z, Xing C (2002) Stabilization of expansive soil by lime and fly ash. J Wuhan Univ Technol Mater Sci Ed 17:73–77

    Article  Google Scholar 

  • Kamon M, Nontananandh S (1991) Combining industrial wastes with lime for soil stabilization. J Geotech Eng 117(1):1–17

    Article  Google Scholar 

  • Kennedy TW, Smith R, Holgreen RJ, Tahmoressi M (1987) An evaluation of lime and cement stabilization. Transportation Research Board, Washington, pp 11–25 (TRR No.1119)

    Google Scholar 

  • Khanbiluardi RM (1994) Ash use from Suffolk County wastewater treatment plant. Sewer District No. 3. City University of New York, Draft Report, August

  • Mehta PK (1985) Influence of fly ash characteristics on the strength of Portland cement-fly ash mixtures. Cem Concr Res 15(4):669–674

    Article  Google Scholar 

  • Modern Pollution Control Technology (MPCT) (1980) Volume II. Research and Education Association, New York

    Google Scholar 

  • Nalbantoglu Z (2004) Effectiveness of class C fly ash as an expansive soil stabilizer. Constr Build Mater 18(6):377–381

    Article  Google Scholar 

  • Salem A, Kathuda IDD (1982) Laboratory investigation of geotechnical properties of clay. Location No. 2, Shmeissani. Royal Scientific Society, Amman, p 47

    Google Scholar 

  • Seco A, Ramirez F, Garcia B, Miqueleiz L (2011) Stabilization of expansive soils for use in construction. Appl Clay Sci 51:348–352

    Article  Google Scholar 

  • Tay JH (1987) Sludge ash as filler for Portland cement. J Environ Eng Div ASCE 113(2):345–351

    Article  Google Scholar 

  • Tonoz MC, Ulusay R, Gokceoglu C (2004) Effects of lime stabilisation on engineering properties of expansive Ankara clay. Eng Geol Infrastruct Plan Eur 100:466–474

    Article  Google Scholar 

  • Tuncer ER, Basma AA, Taquiddin S (1990) Geotechnical properties of selected Irbid soil. Jordan University of Science and Technology, Report No. 14/87, June 1990

  • Upton R, Machan G (1993) Use of shredded tires for lightweight fill. Transportation research records, no. 1442. Transportation Research Board, Washington, pp 36–45

    Google Scholar 

  • Vehlow J (1997) Modem strategies in waste incineration. Technol Environ 1(97):60–74

    Google Scholar 

  • Wegman DE, Young DS (1988) Testing and evaluating sewage sludge ash in asphalt paving mixtures. Presented at the 67th Annual Transportation Research Board Meeting, Washington, DC

  • Yilaz I, Civelekoglue B (2009) Gypsum: an additive for stabilization of swelling clay soils. Appl clay Sci 44:166–172

    Article  Google Scholar 

  • Yong RN, Ouhadi VR (2007) Experimental study on instability of bases on natural and lime/cement-stabilized clayed soils. Appl Clay Sci 35:3–4

    Article  Google Scholar 

Download references

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Authors and Affiliations

  1. Water Resources and Environmental Engineering and Management Department, German Jordan University, Amman, Jordan

    Munjed M. AI-Sharif

  2. Civil Engineering Department, American University of Sharjah, Sharjah, United Arab Emirates

    Mousa F. Attom

Authors
  1. Munjed M. AI-Sharif
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  2. Mousa F. Attom
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Correspondence to Mousa F. Attom.

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AI-Sharif, M.M., Attom, M.F. A geoenvironmental application of burned wastewater sludge ash in soil stabilization. Environ Earth Sci 71, 2453–2463 (2014). https://doi.org/10.1007/s12665-013-2645-z

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  • DOI: https://doi.org/10.1007/s12665-013-2645-z

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