Sustainable stabilization of expansive soils using burned olive waste ash (BOWA) and lime for pavement construction
Ibrahim FAWAIER, Samer RABABAH, Mohammad Ali KHASAWNEH, Hussein ALDEEKY, Madhar TAAMNEH, Tareq ABU-AGOLAH
Abstract. In geotechnical engineering, soil stabilization is a common practice in which additives enhance soil properties. This is especially important for highly expansive soils, which can cause cracking and instability in structures built on them. The present study investigated using a combination of burned olive waste ash (BOWA) and hydrated lime to stabilize highly expansive soil. A range of percentages for both additives was tested to identify the optimal mixture of BOWA and lime. BOWA percentages of 10%, 20%, and 30% were tested, while lime percentages of 4%, 6%, and 8% were also tested. The study demonstrated the effectiveness of using BOWA and lime as additives for stabilizing highly expansive soil. The results showed that adding BOWA and lime notably decreased the expansive natural soil’s swelling potential, plasticity index, and linear shrinkage. Furthermore, the UCS and CBR values of the stabilized soil showed a significant improvement. The results showed that BOWA could be a suitable stabilization agent for the subgrade and base layers in pavement construction. Utilizing BOWA as an additive to the lime-stabilized soil offers environmental and cost benefits.
Keywords
Soil Stabilization, Expansive Soil, Pavement Design, Sustainability, Burned Olive Waste Ash
Published online 2/25/2025, 11 pages
Copyright © 2025 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA
Citation: Ibrahim FAWAIER, Samer RABABAH, Mohammad Ali KHASAWNEH, Hussein ALDEEKY, Madhar TAAMNEH, Tareq ABU-AGOLAH, Sustainable stabilization of expansive soils using burned olive waste ash (BOWA) and lime for pavement construction, Materials Research Proceedings, Vol. 48, pp 999-1009, 2025
DOI: https://doi.org/10.21741/9781644903414-108
The article was published as article 108 of the book Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions
Content from this work may be used under the terms of the Creative Commons Attribution 3.0 license. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
References
[1] Chen FH (Fu H (1975) Foundations on expansive soils. Elsevier Scientific Pub. Co
[2] Al-Homidy AA, Dahim MH, Abd El Aal AK (2017) Improvement of geotechnical properties of sabkha soil utilizing cement kiln dust. J Rock Mech Geotech Eng 9:749–760. https://doi.org/10.1016/j.jrmge.2016.11.012
[3] Cherian C, Arnepalli DN (2015) A Critical Appraisal of the Role of Clay Mineralogy in Lime Stabilization. Int J Geosynth Gr Eng 1:1–20. https://doi.org/10.1007/s40891-015-0009-3
[4] Nelson JD, Chao KC, Overton DD, Nelson EJ (2015) Foundation engineering for expansive soils, 1st ed. John Wiley & Sons, Inc., New Jersey, U.S.A
[5] Ashango AA, Patra NR (2016) Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime. J Mater Civ Eng 28:. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001547
[6] Attom MF, Al-Sharif MM (1998) Soil stabilization with burned olive waste. Appl Clay Sci 13:219–230. https://doi.org/10.1016/S0169-1317(98)00007-6
[7] Nalbantoglu Z, Tawfiq S (2006) Evaluation of the effectiveness of olive cake residue as an expansive soil stabilizer. Environ Geol 50:803–807. https://doi.org/10.1007/s00254-006-0252-y
[8] Mutman U (2013) Clay improvement with burned olive waste ash. Sci World J 2013:4–8. https://doi.org/10.1155/2013/127031
[9] ASTM D6913 (2017) Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. ASTM International, West Conshohocken, PA, USA
[10] ASTM D7928 (2021) Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis. ASTM Int 1–25. https://doi.org/10.1520/D7928-17
[11] ASTM D4318 (2017) Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA, USA
[12] ASTM D698 (2012) Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM Int.
[13] ASTM D4546 (2021) Standard Test Methods for One-Dimensional Swell or Collapse of Soils. ASTM International, West Conshohocken, PA, USA
[14] BS1377 (2016) BS 1377: 1990. SOILS FOR CIVIL ENGINEERING PURPOSES. PART 1: GENERAL REQUIREMENTS AND SAMPLE PREPARATION. In: BRITISH STANDARD. British Standards Institution, London, UK
[15] ASTM D1883 (2016) Standard Test Method for ASTM D1883. ASTM Int ASTM Int West Conshohocken, PA, USA
[16] Kariuki et al. (2006) Spectroscopy as a tool for studying swelling soils. taylorfrancis.com
[17] Al-Swaidani A, Hammoud I, Meziab A (2016) Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil. J Rock Mech Geotech Eng 8:714–725. https://doi.org/10.1016/j.jrmge.2016.04.002
[18] Malkawi DA, Rabab’ah SR, AlSyouf MM, Aldeeky H (2023) Utilizing expansive soil treated with phosphogypsum and lime in pavement construction. Results Eng 19:101256. https://doi.org/10.1016/J.RINENG.2023.101256
[19] Jha AK, Sivapullaiah P V (2015) Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Eng Geol 198:53–64. https://doi.org/10.1016/j.enggeo.2015.08.020
[20] Hossain KMA, Lachemi M, Easa S (2007) Stabilized soils for construction applications incorporating natural resources of Papua new Guinea. Resour Conserv Recycl 51:711–731. https://doi.org/10.1016/j.resconrec.2006.12.003
[21] Ministry of Public Works, Housing (1991) Specification for highway and bridge construction. Jordan