Combined effect of fly ash and fiber on spreadability, strength and water permeability of foam concrete

• Published in: Journal of Building Engineering Vol. 78; p. 107607
• Main Authors: Kamisetty, Abhishek, Gandhi, Indu Siva Ranjani, Kumar, Abhishek
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.11.2023
• Subjects: Fly ash; Foam concrete; Permeability; Polypropylene fiber; Fly ash; Foam concrete; Permeability; Polypropylene fiber
• ISSN: 2352-7102; 2352-7102
• DOI: 10.1016/j.jobe.2023.107607

Strength and permeability are the two critical properties of interest for various applications of foam concrete (FC). These properties are well known to be highly dependent on parameters such as density, mix composition and microstructure of FC. Among various measures to enhance the strength and permeation characteristics of FC, incorporation of fly ash and polypropylene fiber has been proven to be effective solutions by various studies. In terms of permeability, though the measurement of air/water permeability has been suggested by various methods, usually such measurements are limited to a pressure of 3 bar. For higher pressures (as recommended in codal provisions) no to limited work is available. In this paper, variation in spreadability, permeability, compressive strength and split tensile strength of FC due to replacement of 50% of sand with Class F fly ash and incorporation of polypropylene fiber is investigated on a systematic basis. For the measurement of permeability at higher pressures (>3 bar), use of novel sealing mechanism using 5 mm thick rubber membrane as sealant with iron spiral cylinder and clamp as casing, is attempted in this work. The present study is first of kind of study using the above-mentioned sealing mechanism for measurement of permeability of FC at higher pressures. Further, only scanty literature is available on permeation behavior of FC with fly ash (as filler) and polypropylene fiber. As per the present findings, particularly in lower density mixes (say density 1000 kg/m3) tested at age of 56 days, replacement of 50% of fine aggregate (by weight) by Class F fly ash results in 114% enhancement in compressive strength and 69% reduction in permeability. In addition, mixes with 0.05% of total solids replaced with polypropylene fiber (by weight) show 25% reduction in compressive strength and 500% increase in permeability in comparison to FC mixes without fly ash and polypropylene fibers. Thirdly, considering mixes with addition of fly ash and polypropylene fibers both, it is found that the effect of fly ash is more predominant from strength perspective than fiber. From permeability perspective however, the fibers control the permeability significantly due to their higher impact on microstructure of FC. [Display omitted] •Novel rubber membrane and iron clamp type sealing technique to measure water permeability of foam concrete (FC).•25%–114% enhancement in compressive strength of FC due to fly ash.•1.1 to 56 times increment in permeability of FC due to polypropylene fiber.•Synergistic outcome due to combined effect of fly ash and polypropylene fibers.