SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE

This research work evaluates the shrinkage and creep characteristics of concrete containing Palm Kernel Shell (PKS) as partial replacement of natural coarse aggregate. Concrete was mixed at 0.55 water-cement ratio, mix proportion of 1:1:2 and percentage replacement of natural aggregate with PKS at...

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Autores principales:	ADETUKASI ADESOLA OLAYINKA, IKPONMWOSA EFE EWAEN
Formato:	article
Lenguaje:	EN
Publicado:	Alma Mater Publishing House "Vasile Alecsandri" University of Bacau 2020
Materias:	concrete Palm Kernel Shell Aggregates Creep and Shrinkage Technology T Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/7f2aab79f75242f39f91ad7bf57e161f
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spelling	oai:doaj.org-article:7f2aab79f75242f39f91ad7bf57e161f2021-12-02T18:55:10ZSHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE10.29081/jesr.v26i1.82068-75592344-4932https://doaj.org/article/7f2aab79f75242f39f91ad7bf57e161f2020-03-01T00:00:00Zhttp://www.jesr.ub.ro/1/article/view/8https://doaj.org/toc/2068-7559https://doaj.org/toc/2344-4932 This research work evaluates the shrinkage and creep characteristics of concrete containing Palm Kernel Shell (PKS) as partial replacement of natural coarse aggregate. Concrete was mixed at 0.55 water-cement ratio, mix proportion of 1:1:2 and percentage replacement of natural aggregate with PKS at 0%, 25 % and 50%. The creep and shrinkage results of Palm Kernel Shell Concrete (PKSC), increased as the percentage content of PKS increased in the concrete. The maximum creep strain observed for normal concrete, 25 % and 50 % PKS content were 0.00018 mm/m, 0.00057 mm/m and 0.00094 mm/m respectively. The maximum total shrinkage strain recorded for 0%, 25% and 50 % PKS content was 0.00102 mm/m, 0.00183 mm/m and 0.00247 mm/m respectively. ADETUKASI ADESOLA OLAYINKAIKPONMWOSA EFE EWAENAlma Mater Publishing House "Vasile Alecsandri" University of BacauarticleconcretePalm Kernel ShellAggregatesCreep and ShrinkageTechnologyTEngineering (General). Civil engineering (General)TA1-2040ENJournal of Engineering Studies and Research, Vol 26, Iss 1 (2020)
institution	DOAJ
collection	DOAJ
language	EN
topic	concrete Palm Kernel Shell Aggregates Creep and Shrinkage Technology T Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	concrete Palm Kernel Shell Aggregates Creep and Shrinkage Technology T Engineering (General). Civil engineering (General) TA1-2040 ADETUKASI ADESOLA OLAYINKA IKPONMWOSA EFE EWAEN SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE
description	This research work evaluates the shrinkage and creep characteristics of concrete containing Palm Kernel Shell (PKS) as partial replacement of natural coarse aggregate. Concrete was mixed at 0.55 water-cement ratio, mix proportion of 1:1:2 and percentage replacement of natural aggregate with PKS at 0%, 25 % and 50%. The creep and shrinkage results of Palm Kernel Shell Concrete (PKSC), increased as the percentage content of PKS increased in the concrete. The maximum creep strain observed for normal concrete, 25 % and 50 % PKS content were 0.00018 mm/m, 0.00057 mm/m and 0.00094 mm/m respectively. The maximum total shrinkage strain recorded for 0%, 25% and 50 % PKS content was 0.00102 mm/m, 0.00183 mm/m and 0.00247 mm/m respectively.
format	article
author	ADETUKASI ADESOLA OLAYINKA IKPONMWOSA EFE EWAEN
author_facet	ADETUKASI ADESOLA OLAYINKA IKPONMWOSA EFE EWAEN
author_sort	ADETUKASI ADESOLA OLAYINKA
title	SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE
title_short	SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE
title_full	SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE
title_fullStr	SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE
title_full_unstemmed	SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE
title_sort	shrinkage and creep characteristics of palm kernel shell concrete
publisher	Alma Mater Publishing House "Vasile Alecsandri" University of Bacau
publishDate	2020
url	https://doaj.org/article/7f2aab79f75242f39f91ad7bf57e161f
work_keys_str_mv	AT adetukasiadesolaolayinka shrinkageandcreepcharacteristicsofpalmkernelshellconcrete AT ikponmwosaefeewaen shrinkageandcreepcharacteristicsofpalmkernelshellconcrete
_version_	1718377277139451904

SHRINKAGE AND CREEP CHARACTERISTICS OF PALM KERNEL SHELL CONCRETE

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