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Vol.5, No.3, 2026: pp.151-163

Valorization of Olive Kernel Shell Waste as Partial Aggregate Replacement in Self-Compacting Concrete

Authors:

Nahla Hilal1
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,
Haneen Mohammad Abdel Jabar2
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,
Mohammad I. AlBiajawi2,3
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,
Aseel H. A. Abdaljader4
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,
Nadhim Hamah Sor5
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,
Zouaoui R. Harrat6
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,
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Marijana Hadzima-Nyarko7
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1College of Engineering, Civil Engineering Department, University of Fallujah, Fallujah 31002, Iraq
2Faculty of Civil Engineering Technology, Universiti Malaysia Pahang AL-Sultan Abdullah, Persiaran Tun Khalil Yaakob, Pahang 26300, Gambang, Malaysia
3Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
4Dams & Water Resource Department, College of Engineering, University of Anbar, Ramadi 31001, Iraq
5Civil Engineering Department, University of Garmian, Kalar 46021, Kurdistan Region, Iraq
6Laboratory of Structures and Advanced Materials in Civil Engineering and Public Works, University of Djillali Liabes, Sidi Bel Abbès 22000, Algeria
7Faculty of Civil Engineering and Architecture, Josip Juraj Strossmayer University of Osijek, Osijek 31000, Croatia

Received: 3 July 2026
Revised: 3 September 2026
Accepted: 14 September 2026
Published: 30 September 2026

Abstract:

Olive oil production in the Mediterranean region generates large quantities of agro-industrial byproducts, posing environmental challenges. This study investigates the use of olive kernel shells (OKS) as a partial replacement for coarse aggregates in the production of self-compacting concrete (SCC) to enhance sustainability and reduce waste. OKS were oven-dried, conditioned to the laboratory air-dry state, and incorporated at 5–25% replacement levels by aggregate volume. The fresh and hardened properties of SCC were evaluated following EFNARC and ASTM standards. Results show that slump flow decreased from 700 mm (control) to 550 mm (25% OKS) due to higher water absorption of OKS, while fresh density declined from 2548 kg/m³ to 2015 kg/m³, confirming the lightweight nature of the mixes. Segregation resistance improved with higher OKS content, dropping from 22% to 12%. In hardened concrete, dry density reduced from 2429 kg/m³ to 1949 kg/m³, and ultrasonic pulse velocity (UPV) decreased from 4.8 km/s to 3.2 km/s. The compressive strength at 28 days decreased from 55 MPa (control) to 28 MPa (25% OKS), while the 5% OKS mixture retained the highest mechanical performance among the tested replacement levels, achieving 50 MPa compressive and 4.8 MPa flexural strength, suitable for lightweight structural applications. These findings demonstrate that incorporating up to 5% OKS as a coarse aggregate replacement can produce eco-efficient, lightweight SCC with acceptable mechanical performance.

Keywords:

Aggregate Replacement, Agricultural Waste, Development, Eco-Friendly Self-Compacting Concrete, Fresh Properties, Mechanical Characteristics

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© 2026 by the authors. This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0)

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How to Cite

N. Hilal, H. Mohammad Abdel Jabar, M.I. AlBiajawi, A.H.A. Abdaljader, N. Hamah Sor, Z.R. Harrat, M. Hadzima-Nyarko, Valorization of Olive Kernel Shell Waste as Partial Aggregate Replacement in Self-Compacting Concrete. Advanced Engineering Letters, 5(3), 2026: 151-163.
https://doi.org/10.46793/adeletters.2026.5.3.4

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