A platform for research: civil engineering, architecture and urbanism
Effect of Polypropylene Fibre on High Volume Fly Ash Self-compacting Concrete in Terms of Compressive Strength, Tensile Strength, and Concrete Abrasion
Concrete is the most widely used material in building construction because of its various advantages. Although it has many advantages, concrete in water faces problems of abrasion due to water flow. Therefore, the use of High volume fly ash (HVFA) in conjunction with polypropylene fibres is expected to be an alternative solution to the problem of concrete abrasion. This paper presents the study on the effect of high-volume fly ash concrete reinforced with polypropylene fibres in increasing the resistance of concrete to water flow abrasion. The testing program includes testing of fresh concrete (slump flow and T50 tests) and testing of hardened concrete (compressive strength of concrete, tensile strength of concrete and concrete abrasion). The Concrete abrasion test was conducted based on the standard of concrete abrasion in water. This study reveals that the use of polypropylene fibre had a positive impact in reducing the percentage of weight loss up to 24% for the abrasion test of HVFA. Furthermore, 0.6 kg/m3 of polypropylene fibre utilization can increase the tensile strength and compressive strength in comparison to High-volume fly ash concrete without fibre.
Effect of Polypropylene Fibre on High Volume Fly Ash Self-compacting Concrete in Terms of Compressive Strength, Tensile Strength, and Concrete Abrasion
Concrete is the most widely used material in building construction because of its various advantages. Although it has many advantages, concrete in water faces problems of abrasion due to water flow. Therefore, the use of High volume fly ash (HVFA) in conjunction with polypropylene fibres is expected to be an alternative solution to the problem of concrete abrasion. This paper presents the study on the effect of high-volume fly ash concrete reinforced with polypropylene fibres in increasing the resistance of concrete to water flow abrasion. The testing program includes testing of fresh concrete (slump flow and T50 tests) and testing of hardened concrete (compressive strength of concrete, tensile strength of concrete and concrete abrasion). The Concrete abrasion test was conducted based on the standard of concrete abrasion in water. This study reveals that the use of polypropylene fibre had a positive impact in reducing the percentage of weight loss up to 24% for the abrasion test of HVFA. Furthermore, 0.6 kg/m3 of polypropylene fibre utilization can increase the tensile strength and compressive strength in comparison to High-volume fly ash concrete without fibre.
Effect of Polypropylene Fibre on High Volume Fly Ash Self-compacting Concrete in Terms of Compressive Strength, Tensile Strength, and Concrete Abrasion
Lecture Notes in Civil Engineering
Mohammed, Bashar S. (editor) / Min, Teh Hee (editor) / Sutanto, Muslich Hartadi (editor) / Joewono, Tri Basuki (editor) / As’ad, Sholihin (editor) / Solikin, Mochamad (author) / Mubarak, Fauzi (author)
International Conference on Emerging Smart Cities ; 2022 ; Kuching, Malaysia
Proceedings of the International Conference on Emerging Smart Cities (ICESC2022) ; Chapter: 26 ; 309-320
2024-01-18
12 pages
Article/Chapter (Book)
Electronic Resource
English
Low Strength Self Compacting Concrete Compressive Strength Test
Trans Tech Publications | 2013
|Investigation on Residual Compressive Strength of Glass Fibre Self Compacting Concrete
British Library Online Contents | 2011
|In-situ compressive strength of self-compacting concrete
British Library Online Contents | 2002
|Compressive Strength of Self-Compacting Concrete during High-Temperature Exposure
Online Contents | 2010
|High-strength self-compacting concrete
British Library Online Contents | 2010
|