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Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an
Marsail Al Salaheen1,2, Wesam Salah Alaloul1, Ahmad B Malkawi2
1Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, Tronoh 32610, Perak, Malaysia.
Fly oil shale ash (FOSA), a waste material, shows potential as a cement replacement. Optimal thermal treatment at 700°C for 2 hours enhances its pozzolanic activity and compressive strength in mortar.
Area of Science:
- Materials Science
- Civil Engineering
- Waste Management
Background:
- Fly oil shale ash (FOSA) is a waste byproduct with inherent pozzolanic properties.
- Utilizing FOSA as a cement replacement can mitigate environmental impact and resource depletion.
Purpose of the Study:
- To determine optimal thermal treatment conditions for FOSA to maximize its effectiveness as a cementitious material.
- To evaluate the impact of FOSA incorporation on mortar properties, including compressive strength and pozzolanic activity.
Main Methods:
- FOSA samples were calcined at temperatures from 550°C to 1000°C for 2, 4, and 6 hours.
- Mortar specimens with 10-30% FOSA replacement were prepared and tested for mineralogical, chemical, and mechanical properties.
- Response Surface Methodology (RSM) was employed to model and optimize FOSA performance.
Main Results:
- Calcination at 700°C for 2 hours yielded the highest pozzolanic activity and strength activity index (75%).
- Optimal compressive strength was achieved with 30% FOSA replacement after 56 days of curing.
- The developed RSM model demonstrated high correlation (above 85%) for predicting FOSA performance in cementitious matrices.
Conclusions:
- Thermal treatment significantly enhances the pozzolanic activity of FOSA.
- Optimally treated FOSA can effectively replace up to 30% of cement, improving mortar strength.
- The study provides a robust model for optimizing FOSA utilization in concrete applications.
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