Effect of curing by different polluted water on the structural behavior of RC slabs

There was a serious water problem especially in the region close to the sewer treatment plants. Therefore, an effort has been made to utilize the waste water from the sewer treatment plants for building purposes, so that the water problem can be greatly minimized and the waste water can be properly...

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Autores principales:	Majeed Muhannd Waleed, Abd Lubna Mohammed, Abbas Aamer Najim
Formato:	article
Lenguaje:	EN
Publicado:	Institut za istrazivanja i projektovanja u privredi 2021
Materias:	freshwater waste water hospital sewer ultimate load first crack failure pattern deflection Technology T Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/7eba89b3178f48f69fc274f67f632b5e
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spelling	oai:doaj.org-article:7eba89b3178f48f69fc274f67f632b5e2021-12-05T21:23:13ZEffect of curing by different polluted water on the structural behavior of RC slabs1451-41171821-319710.5937/jaes0-30049https://doaj.org/article/7eba89b3178f48f69fc274f67f632b5e2021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2021/1451-41172103833M.pdfhttps://doaj.org/toc/1451-4117https://doaj.org/toc/1821-3197There was a serious water problem especially in the region close to the sewer treatment plants. Therefore, an effort has been made to utilize the waste water from the sewer treatment plants for building purposes, so that the water problem can be greatly minimized and the waste water can be properly disposed of for good environmental conservation. Slabs in severe curing conditions performed by hospital waste water and sewer waste water.. This article highlights an experimental analysis on the behavior of concrete foundations in severe curing conditions performed by hospital waste water and sewer waste water. The experiment measured ultimate load, first crack load, load-deflection behavior, stiffness and evaluated the crack pattern of twelve reinforced concrete slabs after curing the specimens for 28 days. The results of the test indicate that the use of hospital and sewer waste water could reduce the strength, stiffness and accelerate damage of tested slabs . Mechanical properties such as compressive strength, elastic modulus, flexural strength, etc. were examined by pouring various concrete samples in the element of cubes, cylinders and prisms, etc. and were concluded to be acceptable.Majeed Muhannd WaleedAbd Lubna MohammedAbbas Aamer NajimInstitut za istrazivanja i projektovanja u privrediarticlefreshwaterwaste waterhospitalsewerultimate loadfirst crackfailure patterndeflectionTechnologyTEngineering (General). Civil engineering (General)TA1-2040ENIstrazivanja i projektovanja za privredu, Vol 19, Iss 3, Pp 833-840 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	freshwater waste water hospital sewer ultimate load first crack failure pattern deflection Technology T Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	freshwater waste water hospital sewer ultimate load first crack failure pattern deflection Technology T Engineering (General). Civil engineering (General) TA1-2040 Majeed Muhannd Waleed Abd Lubna Mohammed Abbas Aamer Najim Effect of curing by different polluted water on the structural behavior of RC slabs
description	There was a serious water problem especially in the region close to the sewer treatment plants. Therefore, an effort has been made to utilize the waste water from the sewer treatment plants for building purposes, so that the water problem can be greatly minimized and the waste water can be properly disposed of for good environmental conservation. Slabs in severe curing conditions performed by hospital waste water and sewer waste water.. This article highlights an experimental analysis on the behavior of concrete foundations in severe curing conditions performed by hospital waste water and sewer waste water. The experiment measured ultimate load, first crack load, load-deflection behavior, stiffness and evaluated the crack pattern of twelve reinforced concrete slabs after curing the specimens for 28 days. The results of the test indicate that the use of hospital and sewer waste water could reduce the strength, stiffness and accelerate damage of tested slabs . Mechanical properties such as compressive strength, elastic modulus, flexural strength, etc. were examined by pouring various concrete samples in the element of cubes, cylinders and prisms, etc. and were concluded to be acceptable.
format	article
author	Majeed Muhannd Waleed Abd Lubna Mohammed Abbas Aamer Najim
author_facet	Majeed Muhannd Waleed Abd Lubna Mohammed Abbas Aamer Najim
author_sort	Majeed Muhannd Waleed
title	Effect of curing by different polluted water on the structural behavior of RC slabs
title_short	Effect of curing by different polluted water on the structural behavior of RC slabs
title_full	Effect of curing by different polluted water on the structural behavior of RC slabs
title_fullStr	Effect of curing by different polluted water on the structural behavior of RC slabs
title_full_unstemmed	Effect of curing by different polluted water on the structural behavior of RC slabs
title_sort	effect of curing by different polluted water on the structural behavior of rc slabs
publisher	Institut za istrazivanja i projektovanja u privredi
publishDate	2021
url	https://doaj.org/article/7eba89b3178f48f69fc274f67f632b5e
work_keys_str_mv	AT majeedmuhanndwaleed effectofcuringbydifferentpollutedwateronthestructuralbehaviorofrcslabs AT abdlubnamohammed effectofcuringbydifferentpollutedwateronthestructuralbehaviorofrcslabs AT abbasaamernajim effectofcuringbydifferentpollutedwateronthestructuralbehaviorofrcslabs
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Effect of curing by different polluted water on the structural behavior of RC slabs

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