Effects of palm oil fuel ash and crumb rubber on mechanical and thermal properties of sustainable engineered cementitious composites

The construction sector using natural sand causes rapid depletion and environmental harm, including erosion, biodiversity loss, and aquatic habitat destruction. To address these challenges and advance sustainability , this study systematically investigated the behaviour of engineered cementitious composites (ECC) incorporating 10–30 % ground palm oil fuel ash (GPOFA) and crumb rubber (CR) as a fine aggregate substitution. Two different sizes of GPOFA, P600 (in the range of 300 μm–600 μm) and P300 (less than 300 μm), were utilized to substitute the fine aggregate in the mix. Dry density, workability, thermal conductivity , modulus of elasticity , tensile strength and strain, compressive strength , flexural strength , and ultrasonic pulse velocity (UPV) were investigated. Furthermore, the microstructures and mineralogical compositions of the selected ECC samples were also examined. The results indicate that increasing GPOFA and CR content reduced ECC's flowability and density. Incorporating GPOFA reduced the compressive strength by 23 % for P600, 12 % for P300, and 74 % for CR, for 30 % substitution at 28 days. Both substitutions reduced the modulus of elasticity and UPV of ECC due to reduced packing efficiency and increased porosity. Increasing GPOFA improved the first cracking load slightly but decreased ultimate flexural strength , whereas CR significantly reduced both. In addition, tensile strain and strength dropped more significantly for ECC with CR compared to ECC with GPOFA. ECC with CR recorded the highest shrinkage and the lowest thermal conductivity (0.66W/mK). Overall, P600 outperformed P300, and CR showed the lowest performance in ECC across all parameters studied. This study highlights that partial replacement of silica sand with GPOFA could produce greener ECC with acceptable mechanical properties, while CR effectively reduces the thermal conductivity of ECC. Integrating GPOFA and CR adds significant value to these wastes while simultaneously providing a sustainable solution for waste disposal. • Increasing GPOFA content in ECC requires higher SP dosages to maintain flowability. • GPOFA and CR-based ECC specimens exhibited a compressive strength reduction. • Substituting fine aggregate with CR in ECC significantly reduces UPV. • Adding GPOFA to ECC had a minimal effect on drying shrinkage. • Thermal conductivity decreased with increasing GPOFA content.

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Publication Details

Journal
Journal of Building Engineering
Published
2024-09-23
DOI
https://doi.org/10.1016/j.jobe.2024.110795
Citations
8
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
2.09
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article

Effects of palm oil fuel ash and crumb rubber on mechanical and thermal properties of sustainable engineered cementitious composites

Leong Sing Wong, Suvash Chandra Paul, G. Murali, Sih Ying Kong et al.
8 citations
Journal of Building Engineering
Innovative concrete reinforcement materials
2.09
article

Effects of palm oil fuel ash and crumb rubber on mechanical and thermal properties of sustainable engineered cementitious composites

Leong Sing Wong, Suvash Chandra Paul, G. Murali, Sih Ying Kong, Md. Hafizur Rahman, B. Lam
article en
8 citations

Abstract

The construction sector using natural sand causes rapid depletion and environmental harm, including erosion, biodiversity loss, and aquatic habitat destruction. To address these challenges and advance sustainability , this study systematically investigated the behaviour of engineered cementitious composites (ECC) incorporating 10–30 % ground palm oil fuel ash (GPOFA) and crumb rubber (CR) as a fine aggregate substitution. Two different sizes of GPOFA, P600 (in the range of 300 μm–600 μm) and P300 (less than 300 μm), were utilized to substitute the fine aggregate in the mix. Dry density, workability, thermal conductivity , modulus of elasticity , tensile strength and strain, compressive strength , flexural strength , and ultrasonic pulse velocity (UPV) were investigated. Furthermore, the microstructures and mineralogical compositions of the selected ECC samples were also examined. The results indicate that increasing GPOFA and CR content reduced ECC's flowability and density. Incorporating GPOFA reduced the compressive strength by 23 % for P600, 12 % for P300, and 74 % for CR, for 30 % substitution at 28 days. Both substitutions reduced the modulus of elasticity and UPV of ECC due to reduced packing efficiency and increased porosity. Increasing GPOFA improved the first cracking load slightly but decreased ultimate flexural strength , whereas CR significantly reduced both. In addition, tensile strain and strength dropped more significantly for ECC with CR compared to ECC with GPOFA. ECC with CR recorded the highest shrinkage and the lowest thermal conductivity (0.66W/mK). Overall, P600 outperformed P300, and CR showed the lowest performance in ECC across all parameters studied. This study highlights that partial replacement of silica sand with GPOFA could produce greener ECC with acceptable mechanical properties, while CR effectively reduces the thermal conductivity of ECC. Integrating GPOFA and CR adds significant value to these wastes while simultaneously providing a sustainable solution for waste disposal. • Increasing GPOFA content in ECC requires higher SP dosages to maintain flowability. • GPOFA and CR-based ECC specimens exhibited a compressive strength reduction. • Substituting fine aggregate with CR in ECC significantly reduces UPV. • Adding GPOFA to ECC had a minimal effect on drying shrinkage. • Thermal conductivity decreased with increasing GPOFA content.

Journal of Building EngineeringVol. 97
Monash University Malaysia (MY), International University of Business Agriculture and Technology (BD), Chitkara University (IN), Universiti Tenaga Nasional (MY), Saveetha University (IN)
Responsible consumption and production
Openalex Percentile: Top 14%
Innovative concrete reinforcement materials
2.09
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