Skip to main content

Research Repository

Advanced Search

Mechanical properties and microstructure of fibre-reinforced clay blended with by-product cementitious materials

Abbey, Samuel J.; Eyo, Eyo U.; Oti, Jonathan; Amakye, Samuel Y.; Ngambi, Samson

Mechanical properties and microstructure of fibre-reinforced clay blended with by-product cementitious materials Thumbnail


Authors

Profile Image

Samuel Abbey Samuel.Abbey@uwe.ac.uk
Associate Director - Engineering Practice and Management/Associate Professor

Profile Image

Dr Eyo Eyo Eyo.Eyo@uwe.ac.uk
Lecturer in Geotechnical Engineering

Jonathan Oti

Samuel Y. Amakye

Samson Ngambi



Abstract

Clayey soils endure adverse changes in strength and volume due to seasonal changes in moisture content and temperature. It has been well recognised that high cement content has been successfully employed in improving the mechanical properties of clayey soils for geotechnical infrastructural purposes. However, the environmental setbacks regarding the use of high cement content in soil reinforcement have necessitated the need for a greener soil reinforcement technique by incorporating industrial by-product materials and synthetic fibres with a reduced amount of cement content in soil-cement mixtures. Therefore, this study presents an experimental study to investigate the mechanical performance of polypropylene and glass fibre-reinforced cement-clay mixtures blended with ground granulated blast slag (GGBS), lime and micro silica for different mix compositions and curing conditions. The unconfined compressive strength, linear expansion and microstructural analysis of the reinforced soils have been studied. The results show that an increase in polypropylene and glass fibre contents caused an increase in unconfined compressive strength but brought on the reduction of linear expansion of the investigated clay from 7.92% to 0.2% at fibre content up to 0.8% for cement-clay mixture reinforced with 5% Portland cement (PC). The use of 0.4–0.8% polypropylene and glass fibre contents in reinforcing cement-clay mixture at 5% cement content causes an increase in unconfined compressive strength (UCS) values above the minimum UCS target value according to American Society for Testing and Materials (ASTM) 4609 after 7 and 14 days curing at 20◦ C to 50◦ C temperature. Therefore, this new clean production of fibre-reinforced cement-clay mixture blended with industrial by-product materials has great potential for a wide range of applications in subgrade reinforcement.

Citation

Abbey, S. J., Eyo, E. U., Oti, J., Amakye, S. Y., & Ngambi, S. (2020). Mechanical properties and microstructure of fibre-reinforced clay blended with by-product cementitious materials. Geosciences, 10(6), 241. https://doi.org/10.3390/geosciences10060241

Journal Article Type Article
Acceptance Date Jun 19, 2020
Online Publication Date Jun 21, 2020
Publication Date Jun 21, 2020
Deposit Date Nov 4, 2020
Publicly Available Date Nov 6, 2020
Journal Geosciences
Electronic ISSN 2076-3263
Publisher MDPI
Peer Reviewed Peer Reviewed
Volume 10
Issue 6
Pages 241
DOI https://doi.org/10.3390/geosciences10060241
Public URL https://uwe-repository.worktribe.com/output/6827393

Files




You might also like



Downloadable Citations