Skip to main content

Research Repository

Advanced Search

Swell and microstructural characteristics of high-plasticity clay blended with cement

Abbey, Samuel Jonah; Eyo, Eyo Umo; Ngambi, Samson

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

Samson Ngambi



Abstract

This study presents the effect of high plasticity on swell potential, swelling pressure and micro structural characteristics of kaolinite-bentonite mixed clays. Five different combining ratios of kaolinite bentonite mixture of 100:0, 90:10, 75:25, 50:50 and 25:75 in % by weight of dry kaolinite were used. All five synthesised soils were then mixed with 0%, 5% and 8% of cement by weight of dry soil, cured for 28days and subjected to Atterberg limit, one dimensional oedometer and scanning electron microscope test. The inclusions of 5% and 8% cement reduces the plasticity index of the treated soils as the percentage of bentonite increases. The effects of plasticity of treatment with 5% and 8% cement after 28 days curing period, was evaluated, and the results show that reduction in plasticity index resulted to decrease in swell potential and swelling pressure of the kaolinite-bentonite mixed clays. The results of micro-structural analysis of 5% cement treated soils show formation of flocculated fabric and cementation of soil particles, and filling with cementitious compounds of the voids of flocculated fabric in the soil. The reduction in swell can be attributed to the resulting compacted and dense mass of treated soils due to cementation of soil particles and cation exchange. The complex behaviour of swell of high plasticity kaolinite-bentonite mix has been explained using one dimensional oedometer test, by further experimental study and examination of the micro-structure of treated soils.

Citation

Abbey, S. J., Eyo, E. U., & Ngambi, S. (2020). Swell and microstructural characteristics of high-plasticity clay blended with cement. Bulletin of Engineering Geology and the Environment, 79, 2119-2130. https://doi.org/10.1007/s10064-019-01621-z

Journal Article Type Article
Acceptance Date Sep 25, 2019
Online Publication Date Dec 5, 2019
Publication Date 2020
Deposit Date Oct 4, 2019
Publicly Available Date Dec 23, 2019
Journal Bulletin of Engineering Geology and the Environment
Print ISSN 1435-9529
Electronic ISSN 1435-9537
Publisher Springer (part of Springer Nature)
Peer Reviewed Peer Reviewed
Volume 79
Pages 2119-2130
DOI https://doi.org/10.1007/s10064-019-01621-z
Public URL https://uwe-repository.worktribe.com/output/3504687

Files


Swell and microstructural characteristics of high-plasticity clay blended with cement (6.5 Mb)
PDF

Licence
http://creativecommons.org/licenses/by/4.0/

Publisher Licence URL
http://creativecommons.org/licenses/by/4.0/

Copyright Statement
Open Access This article is distributed under the terms of the Creative
Commons At tribution 4.0 International License (http:/ /
creativecommons.org/licenses/by/4.0/), which permits unrestricted use,
distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made




You might also like



Downloadable Citations