EN
TR
Mechanical and Durability Properties of Mortars Containing Olive Waste Ash
Öz
The potential usage of olive waste ash (OWA) as a partial replacement for cement in mortar production is investigated in this study. The experimental program was conducted in two phases. In the first phase, OWA was calcined at 400 °C and 600 °C, then prepared in three particle size ranges (<90 µm, 90–180 µm, and 180–360 µm). The most suitable calcination conditions and particle size were identified to achieve high pozzolanic activity. Using these optimum conditions, the second phase involved producing mortars with different replacement levels (5–20% by weight of cement), and evaluating mechanical strength, alkali–silica reaction (ASR), capillary water absorption, and microstructural properties. Results from the first phase showed that finer particles and higher calcination temperatures enhanced pozzolanic activity as expected, and the processing conditions of OWA for the second phase are determined. In the second phase, strength decreased gradually with increasing replacement levels, although acceptable results were generally obtained at 10–15% replacement. Accelerated mortar bar tests (AMBT) indicated decreases in ASR expansion in mortars containing OWA, while capillary water absorption tests revealed higher water uptake due to increased porosity. XRD and SEM analyses confirmed the participation of OWA in pozzolanic reactions and the formation of calcium–silicate–hydrate (C–S–H). Overall, the findings demonstrate that OWA, particularly when calcined at 600 °C and ground to fine particle sizes, can be used as a sustainable supplementary cementitious material at 10–15% replacement levels.
Anahtar Kelimeler
Etik Beyan
Ethics committee approval was not required for this study because of there was no study on animals or humans.
Teşekkür
This study has been derived from the master’s thesis of the first author. The first author gratefully acknowledges financial and motivational support provided by Next Activation and Eng. Firas Almidani.
Kaynakça
- Aburawi, M. M., & Al-Madani, H. M. (2018). The effect of using ash residues of olive fruits on the properties of cement mortar. Proceedings of the First Conference for Engineering Sciences and Technology (CEST-2018), Vol. 2, (pp. 351–360). AIJR Publisher. https://doi.org/10.21467/proceedings.4.1
- Ahmad, J., Arbili, M. M., Alabduljabbar, H., & Deifalla, A. F. (2023). Concrete made with partially substitution corn cob ash: A review. Case Studies in Construction Materials, 18, e02100. https://doi.org/10.1016/j.cscm.2023.e02100
- Ahmaruzzaman, M. (2010). A review on the utilization of fly ash. Progress in Energy and Combustion Science, 36(3), 327–363. https://doi.org/10.1016/j.pecs.2009.11.003
- Al-Akhras, N. M. (2012). Performance of olive waste ash concrete exposed to alkali-silica reaction. Structural Concrete, 13(4), 221–226. https://doi.org/10.1002/suco.201100058
- Al-Akhras, N. M., & Abdulwahid, M. Y. (2010). Utilisation of olive waste ash in mortar mixes. Structural Concrete, 11(4), 221–228. https://doi.org/10.1680/stco.2010.11.4.221
- Al-Akhras, N. M., Al-Akhras, K. M., & Attom, M. F. (2009). Performance of olive waste ash concrete exposed to elevated temperatures. Fire Safety Journal, 44, 370–375. https://doi.org/10.1016/j.firesaf.2008.08.006
- ASTM International. (2020). ASTM C185-20 Standard test method for air content of hydraulic cement mortar. ASTM International. https://doi.org/10.1520/C0185-20
- ASTM International. (2022a). ASTM C311-22 Standard test methods for sampling and testing fly ash or natural pozzolans for use. ASTM International. https://doi.org/10.1520/C0311_C0311M-22
Ayrıntılar
Birincil Dil
İngilizce
Konular
Yapı Malzemeleri
Bölüm
Araştırma Makalesi
Yazarlar
Yayımlanma Tarihi
15 Mart 2026
Gönderilme Tarihi
25 Aralık 2025
Kabul Tarihi
3 Mart 2026
Yayımlandığı Sayı
Yıl 2026 Cilt: 9 Sayı: 2
APA
Ereksoussi, K., & Ekincioğlu, Ö. (2026). Mechanical and Durability Properties of Mortars Containing Olive Waste Ash. Black Sea Journal of Engineering and Science, 9(2), 934-951. https://doi.org/10.34248/bsengineering.1848083
AMA
1.Ereksoussi K, Ekincioğlu Ö. Mechanical and Durability Properties of Mortars Containing Olive Waste Ash. BSJ Eng. Sci. 2026;9(2):934-951. doi:10.34248/bsengineering.1848083
Chicago
Ereksoussi, Khiruddin, ve Özgür Ekincioğlu. 2026. “Mechanical and Durability Properties of Mortars Containing Olive Waste Ash”. Black Sea Journal of Engineering and Science 9 (2): 934-51. https://doi.org/10.34248/bsengineering.1848083.
EndNote
Ereksoussi K, Ekincioğlu Ö (01 Mart 2026) Mechanical and Durability Properties of Mortars Containing Olive Waste Ash. Black Sea Journal of Engineering and Science 9 2 934–951.
IEEE
[1]K. Ereksoussi ve Ö. Ekincioğlu, “Mechanical and Durability Properties of Mortars Containing Olive Waste Ash”, BSJ Eng. Sci., c. 9, sy 2, ss. 934–951, Mar. 2026, doi: 10.34248/bsengineering.1848083.
ISNAD
Ereksoussi, Khiruddin - Ekincioğlu, Özgür. “Mechanical and Durability Properties of Mortars Containing Olive Waste Ash”. Black Sea Journal of Engineering and Science 9/2 (01 Mart 2026): 934-951. https://doi.org/10.34248/bsengineering.1848083.
JAMA
1.Ereksoussi K, Ekincioğlu Ö. Mechanical and Durability Properties of Mortars Containing Olive Waste Ash. BSJ Eng. Sci. 2026;9:934–951.
MLA
Ereksoussi, Khiruddin, ve Özgür Ekincioğlu. “Mechanical and Durability Properties of Mortars Containing Olive Waste Ash”. Black Sea Journal of Engineering and Science, c. 9, sy 2, Mart 2026, ss. 934-51, doi:10.34248/bsengineering.1848083.
Vancouver
1.Khiruddin Ereksoussi, Özgür Ekincioğlu. Mechanical and Durability Properties of Mortars Containing Olive Waste Ash. BSJ Eng. Sci. 01 Mart 2026;9(2):934-51. doi:10.34248/bsengineering.1848083