Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust

Geotechnical properties of lateritic soil stabilized with ceramic waste dust (CWD) additive was examined. Specific tests conducted on the modified soil samples include grain-size distribution, Atterberg Limits, Proctor Compaction tests, and California Bearing Ratio tests. Lateritic soil obtained fro...

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Autores principales:	Olumuyiwa Onakunle, David O. Omole, Adebanji S. Ogbiye
Formato:	article
Lenguaje:	EN
Publicado:	Taylor & Francis Group 2019
Materias:	lateritic soil ceramic waste dust solid waste management soil tests soil stabilization Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/b1a271d930e1400c86ed865030867691
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spelling	oai:doaj.org-article:b1a271d930e1400c86ed8650308676912021-11-04T15:51:57ZStabilization of lateritic soil from Agbara Nigeria with ceramic waste dust2331-191610.1080/23311916.2019.1710087https://doaj.org/article/b1a271d930e1400c86ed8650308676912019-01-01T00:00:00Zhttp://dx.doi.org/10.1080/23311916.2019.1710087https://doaj.org/toc/2331-1916Geotechnical properties of lateritic soil stabilized with ceramic waste dust (CWD) additive was examined. Specific tests conducted on the modified soil samples include grain-size distribution, Atterberg Limits, Proctor Compaction tests, and California Bearing Ratio tests. Lateritic soil obtained from Agbara, South-West Nigeria and pulverized ceramic materials gathered from construction site rubbles were used for the experiment. The Lateritic soil samples were mixed with ceramic dust from 0 to 30% at an incremental rate of 5%. From the analyses of test results, it was found that Liquid Limit, Plastic Limit, Plasticity Index, and Optimum Moisture Content decreased consistently with the incremental addition of ceramic dust up to 30%, whereas, Maximum Dry Density and California Bearing Ratio (Soaked and Un-soaked) increased with CWD additive. Liquid Limit decreased from 59.62% (unmixed laterite) to 35.61% (30% CWD addition). The Plastic Limit decreased linearly from 40.11% (unmixed laterite) to 23.31% (when mixed with 30% CWD). The percentages for both unsoaked and soaked California Bearing Ratio increased from 6.82% to 21.97% and 4.55% to 14.39% respectively for 5% incremental addition of CWD up to 30%. The study concluded that the use of CWD in the stabilization of lateritic soil is recommended for economic, durability, and environmental advantages.Olumuyiwa OnakunleDavid O. OmoleAdebanji S. OgbiyeTaylor & Francis Grouparticlelateritic soilceramic waste dustsolid waste managementsoil testssoil stabilizationEngineering (General). Civil engineering (General)TA1-2040ENCogent Engineering, Vol 6, Iss 1 (2019)
institution	DOAJ
collection	DOAJ
language	EN
topic	lateritic soil ceramic waste dust solid waste management soil tests soil stabilization Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	lateritic soil ceramic waste dust solid waste management soil tests soil stabilization Engineering (General). Civil engineering (General) TA1-2040 Olumuyiwa Onakunle David O. Omole Adebanji S. Ogbiye Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
description	Geotechnical properties of lateritic soil stabilized with ceramic waste dust (CWD) additive was examined. Specific tests conducted on the modified soil samples include grain-size distribution, Atterberg Limits, Proctor Compaction tests, and California Bearing Ratio tests. Lateritic soil obtained from Agbara, South-West Nigeria and pulverized ceramic materials gathered from construction site rubbles were used for the experiment. The Lateritic soil samples were mixed with ceramic dust from 0 to 30% at an incremental rate of 5%. From the analyses of test results, it was found that Liquid Limit, Plastic Limit, Plasticity Index, and Optimum Moisture Content decreased consistently with the incremental addition of ceramic dust up to 30%, whereas, Maximum Dry Density and California Bearing Ratio (Soaked and Un-soaked) increased with CWD additive. Liquid Limit decreased from 59.62% (unmixed laterite) to 35.61% (30% CWD addition). The Plastic Limit decreased linearly from 40.11% (unmixed laterite) to 23.31% (when mixed with 30% CWD). The percentages for both unsoaked and soaked California Bearing Ratio increased from 6.82% to 21.97% and 4.55% to 14.39% respectively for 5% incremental addition of CWD up to 30%. The study concluded that the use of CWD in the stabilization of lateritic soil is recommended for economic, durability, and environmental advantages.
format	article
author	Olumuyiwa Onakunle David O. Omole Adebanji S. Ogbiye
author_facet	Olumuyiwa Onakunle David O. Omole Adebanji S. Ogbiye
author_sort	Olumuyiwa Onakunle
title	Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
title_short	Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
title_full	Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
title_fullStr	Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
title_full_unstemmed	Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
title_sort	stabilization of lateritic soil from agbara nigeria with ceramic waste dust
publisher	Taylor & Francis Group
publishDate	2019
url	https://doaj.org/article/b1a271d930e1400c86ed865030867691
work_keys_str_mv	AT olumuyiwaonakunle stabilizationoflateriticsoilfromagbaranigeriawithceramicwastedust AT davidoomole stabilizationoflateriticsoilfromagbaranigeriawithceramicwastedust AT adebanjisogbiye stabilizationoflateriticsoilfromagbaranigeriawithceramicwastedust
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Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust

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