Related Experiment Video
Updated: Aug 25, 2025

Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
Published on: September 12, 2019
Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
Ziming Deng1, Zhangfeng Yang2, Jin Bian2
1Department of Mechanical, Aerospace and Civil Engineering, School of Engineering, The University of Manchester, Manchester M13 9PL, UK.
Abstract:
Recycling crushed waste oyster shells (WOS) as a fine aggregate is an attractive method of disposal. However, its use in geopolymer mortar has not been reported. The influence of PVA fibres on the engineering properties of the new geopolymer mortar is still unclear. To bridge the gap, this study investigated the influence of various PVA fibre contents (0-1.05 vol%) on the flowability, compressive, flexural strengths, drying shrinkage, sorptivity, chloride resistance, porosity, fibre dispersion, embodied CO2 emissions (ECO2e), and embodied energy (EE) of the geopolymer mortar. The results indicated that the inclusion of 0.15-1.05 vol% of PVA fibres improved the flexural strength by 10.10-42.31% and reduced the drying shrinkage by 13.37-65.79%. The flowability and compressive strength decreased by 10.78-34.28% and 7.50-27.65%, respectively, but they were sufficient for construction. The sorptivity increased by 1.45-15.16%, and the chloride resistance decreased by 15.09-56.35%, but the geopolymer mortar was still classified as low chloride penetrability. In summary, the optimal content of PVA fibres is 0.45 vol%, and the geopolymer mortar has good engineering properties and eco-efficiency. The cost analysis and high-temperature resistance of the geopolymer mortar are neglected in this study, which should be evaluated in future work.
Related Concept Videos
Mortar Properties
Porosity in Cement Paste
The balance of water to cement in the mix is...
Pozzolans
Fly ash is...
Mortar
Mortar Joint Deterioration in Masonry
The...
Additives and Fillers in Concrete
The...

