language English
Article 2024 · 30 atıf

Mechanical and durability properties of polymer fiber reinforced one-part foam geopolymer concrete: A sustainable strategy for the recycling of waste steel slag aggregate and fly ash

Ahiskali, Adem, Ahiskali, Mehtiali, Bayraktar, Oguzhan Yavuz, Kaplan, Gokhan, Assaad, Joseph

Özet

This paper assesses the feasibility of geopolymers (GPs) for use as lightweight foamed concrete, a crucial step towards reducing the carbon footprint and conserving natural resources. A powder activator (i.e., sodium metasilicate) less harmful to the environment was used to activate the fly ash-based GPs, while the limestone aggregates were gradually replaced by up to 100 % waste slag materials to conserve natural resources. Polypropylene fibers were incorporated at high dosage rates of 1 % or 2 %, by volume, to reduce the concrete density and improve its durability properties. Tested properties include flow, density, water absorption, porosity, thermal conductivity, mechanical strengths, drying shrinkage, and resistance to sulfate attack, freeze/thaw cycles, and elevated temperature. Results showed that the concrete mechanical properties improved when the limestone aggregate was replaced by slag materials, but the density and thermal conductivity were slightly curtailed at higher addition rates. The use of polypropylene fibers proved efficient to improve the resistance to freeze/thaw cycles, drying shrinkage, and expansion due to sulphate attack. Such data can help sustain the green building industry development by reducing the carbon footprint and conserving natural resources in foamed concrete applications.

Anahtar Kelimeler
Foam concrete Waste slag aggregate Recycling Polymer fibers Sustainability Durability BLAST-FURNACE SLAG GAS EMISSIONS AIR STRENGTH SAND
WoS Kategorileri
Construction & Building Technology Engineering, Civil Materials Science, Multidisciplinary
Sürdürülebilir Kalkınma Amaçları
Künye
Dergi
CONSTRUCTION AND BUILDING MATERIALS
Yıl
2024
Cilt
440
ISSN
0950-0618
eISSN
1879-0526
DOI
10.1016/j.conbuildmat.2024.137492
WoS UID
WOS:001282186500001
Yayını aç (DOI)