Behavior of non-reinforced and reinforced green mortar with fibers

The behavior of non-reinforced green mortar with fibers has been observed. Different green mortar mixes have been prepared using different percentages of waste glass powder (WGP), steel slag (SG) and silica fume (SF).The properties of flow, density, ultrasonic pulse velocity (UPV), compressive and f...

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Autores principales:	Thanon Dawood Eethar, Hani Abdullah Mafaz
Formato:	article
Lenguaje:	EN
Publicado:	De Gruyter 2020
Materias:	green mortar sisal fibers human hair fibers topsis Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/6c5d388558f24498828416789f76a6de
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spelling	oai:doaj.org-article:6c5d388558f24498828416789f76a6de2021-12-05T14:10:46ZBehavior of non-reinforced and reinforced green mortar with fibers2391-543910.1515/eng-2021-0006https://doaj.org/article/6c5d388558f24498828416789f76a6de2020-11-01T00:00:00Zhttps://doi.org/10.1515/eng-2021-0006https://doaj.org/toc/2391-5439The behavior of non-reinforced green mortar with fibers has been observed. Different green mortar mixes have been prepared using different percentages of waste glass powder (WGP), steel slag (SG) and silica fume (SF).The properties of flow, density, ultrasonic pulse velocity (UPV), compressive and flexural strengths have been tested for such green mortar in the first phase of the experimental work. The selected green mortar mix that gives good properties with the acceptable ranges of cement replacement by such cementitious materials has been utilized to achieve the second phase of the experimental work. Thus, the uses of human hair fibers, sisal fibers and stainless steel nails fibers in the form of individual and hybrid fibers system and testing for the same properties mentioned above have been performed. The third phase includes the cost estimation for the said mortar. Whereas, the last phase deals with analysis of the results using the integrated AHP and TOPSIS method for selection the best performance of the green mortar. The results of mono sisal fiber, human hair fiber and stainless nails fiber by 0.75, 0.75 and 2% of volume fraction respectively, exhibited the highest increase in compressive strength, flexural strength, UPV and density compared with other percentages.Thanon Dawood EetharHani Abdullah MafazDe Gruyterarticlegreen mortarsisal fibershuman hair fiberstopsisEngineering (General). Civil engineering (General)TA1-2040ENOpen Engineering, Vol 11, Iss 1, Pp 67-84 (2020)
institution	DOAJ
collection	DOAJ
language	EN
topic	green mortar sisal fibers human hair fibers topsis Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	green mortar sisal fibers human hair fibers topsis Engineering (General). Civil engineering (General) TA1-2040 Thanon Dawood Eethar Hani Abdullah Mafaz Behavior of non-reinforced and reinforced green mortar with fibers
description	The behavior of non-reinforced green mortar with fibers has been observed. Different green mortar mixes have been prepared using different percentages of waste glass powder (WGP), steel slag (SG) and silica fume (SF).The properties of flow, density, ultrasonic pulse velocity (UPV), compressive and flexural strengths have been tested for such green mortar in the first phase of the experimental work. The selected green mortar mix that gives good properties with the acceptable ranges of cement replacement by such cementitious materials has been utilized to achieve the second phase of the experimental work. Thus, the uses of human hair fibers, sisal fibers and stainless steel nails fibers in the form of individual and hybrid fibers system and testing for the same properties mentioned above have been performed. The third phase includes the cost estimation for the said mortar. Whereas, the last phase deals with analysis of the results using the integrated AHP and TOPSIS method for selection the best performance of the green mortar. The results of mono sisal fiber, human hair fiber and stainless nails fiber by 0.75, 0.75 and 2% of volume fraction respectively, exhibited the highest increase in compressive strength, flexural strength, UPV and density compared with other percentages.
format	article
author	Thanon Dawood Eethar Hani Abdullah Mafaz
author_facet	Thanon Dawood Eethar Hani Abdullah Mafaz
author_sort	Thanon Dawood Eethar
title	Behavior of non-reinforced and reinforced green mortar with fibers
title_short	Behavior of non-reinforced and reinforced green mortar with fibers
title_full	Behavior of non-reinforced and reinforced green mortar with fibers
title_fullStr	Behavior of non-reinforced and reinforced green mortar with fibers
title_full_unstemmed	Behavior of non-reinforced and reinforced green mortar with fibers
title_sort	behavior of non-reinforced and reinforced green mortar with fibers
publisher	De Gruyter
publishDate	2020
url	https://doaj.org/article/6c5d388558f24498828416789f76a6de
work_keys_str_mv	AT thanondawoodeethar behaviorofnonreinforcedandreinforcedgreenmortarwithfibers AT haniabdullahmafaz behaviorofnonreinforcedandreinforcedgreenmortarwithfibers
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Behavior of non-reinforced and reinforced green mortar with fibers

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