Mechanical and Physical Performance of Cement Paste Containing Olive Waste Ash: Implications for Paving Block Applications
Source abstract
Abstract
In recent decades, adopting alternative resources in infrastructure applications has garnered global attention to address environmental concerns. Olive waste ash (OWA), a locally available byproduct obtained from the olive oil production process, is a promising green material that plays a vital role as a partial cement substitute. This paper evaluates the mechanical and durability properties of cement paste—a key component of paving blocks—incorporating OWA at replacement levels of 0, 5, 10, 15, and 20%, with a constant water-to-cementitious ratio of 0.45. Density, compressive strength, and flexural strength are assessed at 1, 7, 28, and 90 days, while total water absorption (TWA) and capillary water absorption (CWA) are measured at 28 days. The results reveal that OWA slightly reduces density, compressive strength, and flexural strength, with the optimal results observed at a substitution level of 10%. At 90 days, the compressive strength of the control cement paste is 50 MPa, whereas the 10% OWA mixture exhibits a value of 46 MPa, corresponding to only an 8% reduction. Additionally, two predictive models are proposed: the hyperbolic model for compressive strength variation with curing time and the capillary-diffusive model for capillary water absorption as a function of time. Both models demonstrate a strong fit with experimental data. Correlations between different properties indicate a strong correlation between compressive strength, density, and flexural strength, while a negative linear relationship exists between compressive strength and water absorption. This study underscores OWA’s potential to improve sustainable paving blocks by providing suitable mechanical and durability characteristics, offering both environmental and economic benefits.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Recycling and utilization of industrial and municipal waste in materials production
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Faculty of Engineering, Beirut Arab University, Beirut 12-5020, Lebanon
Faculty of Engineering, University of Wolverhampton, Wolverhampton WV1 1LY, UK
Faculty of Engineering, Alexandria University, Alexandria 5423021, Egypt
References (60)
Show source-provided references
1. Bilir, T., Aygun, B.F., Shi, J., Gencel, O., and Ozbakkaloglu, T. (2022). Influence of different types of wastes on mechanical and durability properties of interlocking concrete block paving (ICBP): A review. Sustainability, 14.10.3390/su14073733 ↗
2. Development of sustainable interlocking concrete paving blocks using bamboo leaf ash and metakaolin10.1016/j.heliyon.2024.e31845 ↗
3. Strength and durability studies on paver blocks with rice straw ash as partial replacement of cement10.1016/j.matpr.2021.10.104 ↗
4. Wang, X., Chin, C.S., and Xia, J. (2019). Material characterization for sustainable concrete paving blocks. Appl. Sci., 9.10.3390/app9061197 ↗
5. Roadmap to a net-zero carbon cement sector: Strategies, innovations and policy imperatives10.1016/j.jenvman.2024.121052 ↗
6. Bello, A.S., Al-Ghouti, M.A., and Abu-Dieyeh, M.H. (2022). Sustainable and long-term management of municipal solid waste: A review. Bioresour. Technol. Rep., 18.10.1016/j.biteb.2022.101067 ↗
7. Possible applications for municipal solid waste fly ash10.1016/S0304-3894(02)00201-7 ↗
8. Fava, G., Naik, T.R., and Pierpaoli, M. (2018). Compressive strength and leaching behavior of mortars with biomass ash. Recycling, 3.10.3390/recycling3030046 ↗
9. Characterization and properties of blended cement matrices containing activated bamboo leaf wastes10.1016/j.cemconcomp.2012.05.005 ↗
10. Characteristics of Bamboo Leaf Ash Blended Cement Paste and Mortar
11. Environmental assessment of utilizing date palm ash as partial replacement of cement in mortar10.1016/j.jhazmat.2018.06.013 ↗
12. Recycling of rice husk waste for a sustainable concrete: A critical review10.1016/j.jclepro.2021.127734 ↗
13. Ghanem, H., Bouz, C.E., Ramadan, R., Trad, A., Khatib, J., and Elkordi, A. (2024). Effect of Incorporating Cement and Olive Waste Ash on the Mechanical Properties of Rammed Earth Block. Infrastructures, 9.10.3390/infrastructures9080122 ↗
14. Can Portland cement be replaced by low-carbon alternative materials? A study on the thermal properties and carbon emissions of innovative cements10.1016/j.jclepro.2018.02.138 ↗
15. Environmental sustainability and financial feasibility evaluation of woodfuel biomass used for a potential replacement of conventional space heating sources. Part I: A Greek case study
16. Biomass ashes from agricultural wastes as supplementary cementitious materials or aggregate replacement in cement/geopolymer concrete: A comprehensive review10.1016/j.jobe.2021.102332 ↗
17. Feasible use of biomass bottom ash as addition in the manufacture of lightweight recycled concrete10.1007/s12649-016-9522-4 ↗
18. Utilising olive-stone biomass ash and examining its effect on green concrete: A review paper10.1016/j.jmrt.2023.05.039 ↗
19. Possibilities of creating zero CO2 emissions olive pomace plants due to energy use in Crete, Greece10.4236/ojee.2016.53008 ↗
20. Use of olive stone as an additive in cement lime mortar to improve thermal insulation10.1016/j.enbuild.2013.03.040 ↗
21. Investigation of the engineering properties of environmentally-friendly self-compacting lightweight mortar containing olive kernel shells as aggregate10.1016/j.jclepro.2019.119406 ↗
22. Sustainable masonry blocks: Olive wood waste as substitute for fine aggregates
23. Effect of olive waste (Husk) on behavior of cement paste
24. Ghazzawi, S., Ghanem, H., El-Zahab, S., Khatib, J., and Elkordi, A. (2024). Effect of Olive Waste Ash as a partial replacement of cement on volume stability of cement paste. Infrastructures, 9.10.3390/infrastructures9110193 ↗
25. Di Giacomo, G., and Romano, P. (2022). Evolution of the olive oil industry along the entire production chain and related waste management. Energies, 15.10.3390/en15020465 ↗
26. Olive-stone biomass ash (OBA): An alternative alkaline source for the blast furnace slag activation10.1016/j.conbuildmat.2018.05.157 ↗
27. Performance of olive waste ash concrete exposed to elevated temperatures10.1016/j.firesaf.2008.08.006 ↗
28. Properties and durability of concrete with olive waste ash as a partial cement replacement
29. Utilisation of olive mill waste and coal ashes in normal concrete mixes
30. Properties of concrete incorporating recycled post-consumer environmental wastes10.1007/s40069-013-0065-9 ↗
31. Design of a new eco-hybrid cement for concrete pavement, made with processed mixed recycled aggregates and olive biomass bottom ash as supplementary cement materials10.1016/j.conbuildmat.2022.129417 ↗
32. Effects of olive residue biomass fly ash as filler in self-compacting concrete10.1016/j.conbuildmat.2012.09.101 ↗
33. Use of bottom ash from olive pomace combustion in the production of eco-friendly fired clay bricks10.1016/j.wasman.2015.11.042 ↗
34. Valorization of olive biomass fly ash for production eco friendly ceramic bricks
35. Enhancing mechanical properties of hot mix asphalt with olive kernel ash: A sustainable modifier10.1016/j.conbuildmat.2024.138740 ↗
36. Feasibility of using olive biomass bottom ash in the sub-bases of roads and rural paths10.1016/j.conbuildmat.2018.06.035 ↗
37. The use of olive waste for development sustainable rigid pavement concrete material10.1088/1757-899X/1212/1/012032 ↗
38. Study of olive pomace bottom ashes as a sustainable alkaline activator in the syntesis of geopolymers10.1016/j.jobe.2025.112383 ↗
39. Zeyad, A.M., Bayagoob, K.H., Amin, M., Tayeh, B.A., Mostafa, S.A., and Agwa, I.S. (2024). Effect of olive waste ash on the properties of high-strength geopolymer concrete. Struct. Concr.10.1002/suco.202400035 ↗
40. (2013). Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete (Standard No. ASTM, C.138).
41. (2016). Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) (Standard No. ASTM, C109/C109M-16a).
42. (2002). Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars (Standard No. ASTM, C348-02).
43. Ghanem, H., Ramadan, R., Khatib, J., and Elkordi, A. (2024). Volume Stability and Mechanical Properties of Cement Paste Containing Natural Fibers from Phragmites-Australis Plant at Elevated Temperature. Buildings, 14.10.3390/buildings14041170 ↗
44. Ramadan, R., Ghanem, H., Khatib, J.M., and ElKordi, A.M. (2024). Effect of Plant-based natural fibers on the mechanical properties and volume change of cement paste. Int. J. Build. Pathol. Adapt.10.1108/IJBPA-11-2023-0166 ↗
45. Khatib, J., Ramadan, R., Ghanem, H., and Elkordi, A. (2024). Effect of adding Phragmites-Australis Fiber on the mechanical properties and volume stability of mortar. Fibers, 12.10.3390/fib12020014 ↗
46. Ghanem, H., Ramadan, R., Khatib, J., and Elkordi, A. (2024). A review on chemical and autogenous shrinkage of cementitious systems. Materials, 17.10.3390/ma17020283 ↗
47. Effect of limestone fines as a partial replacement of cement on the chemical, autogenous, drying shrinkage and expansion of mortars10.1016/j.matpr.2022.01.336 ↗
48. (2013). Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes (Standard No. ASTM, C1585).
49. Evaluating the short-and long-term moisture transport phenomena in lightweight aggregate concretes10.1680/macr.2007.59.6.435 ↗
50. Water diffusion measurements in cement paste, mortar and concrete using a fast NMR based technique10.1016/j.conbuildmat.2020.119843 ↗
51. Kinetics of the water absorption in GGBS-concretes: A capillary-diffusive model10.12989/cac.2005.2.1.019 ↗
52. Capillary transport in mortars and concrete10.1016/S0008-8846(97)00052-5 ↗
53. (2008). Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete (Standard No. ASTM Standard C618-08a).
54. Relationship between sorptivity and capillary coefficient for water absorption of cement-based materials: Theory analysis and experiment10.1098/rsos.190112 ↗
55. Mechanical and durability properties of concretes manufactured with biomass bottom ash and recycled coarse aggregates10.1016/j.conbuildmat.2014.09.019 ↗
56. Mechanical performance of bedding mortars made with olive biomass bottom ash10.1016/j.conbuildmat.2016.02.065 ↗
57. Effect of partial replacement of cement by MSWIBA on the properties of mortar
58. Chemical shrinkage, autogenous shrinkage, drying shrinkage, and expansion stability of interfacial transition zone material using alkali-treated banana fiber for concrete
59. Effect of using a combination of rice husk and olive waste ashes on high-strength concrete properties
60. Effect of agricultural olive, rice husk and sugarcane leaf waste ashes on sustainable ultra-high-performance concrete10.1016/j.jobe.2023.106689 ↗