The plasticity characteristics (liquid limit, plastic limit and plasticity index) and cation-exchange capacity (C EC) of lateritic soil treated with up to 10% of iron ore tailing (IOT) and waste wood ash (WWA) were evaluated using laboratory tests and regression analysis. The results showed an initial increase in the cation-exchange capacity up to 8% IOT content and 2% WWA content. The liquid limit and plastic limit initially increased with higher IOT content and then decreased, while for WWA-treated soil, the liquid limit and plastic limit decreased up to 2% WWA content and then increased up to 10% WWA content. The plasticity index decreased up to 8% for IOT and 6% for WWA and thereafter increased with increase in IOT and WWA contents, respectively. Regression analysis showed a close relationship between the experimental values and the predicted values for both IOT- and WWA-treated lateritic soil. From the results, WWA is more potent than IOT as an additive for improving the plasticity of treated lateritic soils. An optimal blend of 8% IOT and 6% WWA contents with lateritic soil improved the consistency indices for use as a subgrade material in lightly trafficked roads.
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15 May 2019
Research Article|
August 15 2017
Plasticity of Nigerian lateritic soil admixed with selected admixtures
Johnson R Oluremi, PhD, MNSE, COREN Regd.;
Department of Civil Engineering, Ladoke Akintola University of Technology, Ogbomosho, Nigeria; Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
(corresponding author: jroluremi@lautech.edu.ng)
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Paul Yohanna, MEng;
Paul Yohanna, MEng
PhD research student
Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
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Kazeem Ishola, MEng, MNSE;
Kazeem Ishola, MEng, MNSE
Research Assistant
Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
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Godwin Lazhi Yisa, MEng, MNSE;
Godwin Lazhi Yisa, MEng, MNSE
Research Assistant
Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
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Adrian O Eberemu, PhD, MNSE, MNICE, MMSN, COREN Regd. A.ASCE;
Adrian O Eberemu, PhD, MNSE, MNICE, MMSN, COREN Regd. A.ASCE
Associate Professor
Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
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Stephen T Ijimdiya, PhD, MNSE, MMSN, COREN Regd. CASCE;
Stephen T Ijimdiya, PhD, MNSE, MMSN, COREN Regd. CASCE
Senior Lecturer
Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
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Kolawole J Osinubi, PhD, FNSE, FNICE, FMSN, COREN Regd. FASCE
Kolawole J Osinubi, PhD, FNSE, FNICE, FMSN, COREN Regd. FASCE
Professor
Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria
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(corresponding author: jroluremi@lautech.edu.ng)
Publisher: Emerald Publishing
Received:
December 07 2015
Accepted:
July 04 2017
Online ISSN: 2051-803X
ICE Publishing: All rights reserved
2019
Environmental Geotechnics (2019) 6 (3): 137–145.
Article history
Received:
December 07 2015
Accepted:
July 04 2017
Citation
Oluremi JR, Yohanna P, Ishola K, Yisa GL, Eberemu AO, Ijimdiya ST, Osinubi KJ (2019), "Plasticity of Nigerian lateritic soil admixed with selected admixtures". Environmental Geotechnics, Vol. 6 No. 3 pp. 137–145, doi: https://doi.org/10.1680/jenge.15.00085
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