Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material

The release of GHG, radioactive metals and other chemicals is detrimental to the environmental impact of cement manufacturing. The use of natural pozzolan (raw rice husk) as a partial substitute of cement in concrete may not only serve to increase compressive strength but also be environmentally sus...

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Autores principales:	Sristi Das Gupta, Tarikul Islam, Md. Ariful Sohag, Sirajus Salakin, Ibrahim Hossain
Formato:	article
Lenguaje:	EN
Publicado:	Pouyan Press 2021
Materias:	rice husk jute fiber compressive strength shrinkage crack sustainability Computer engineering. Computer hardware TK7885-7895
Acceso en línea:	https://doaj.org/article/6e49c49eefda4f54bcc72480bd55b789
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spelling	oai:doaj.org-article:6e49c49eefda4f54bcc72480bd55b7892021-12-03T15:27:39ZExperimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material2588-695910.22115/cepm.2021.280252.1166https://doaj.org/article/6e49c49eefda4f54bcc72480bd55b7892021-07-01T00:00:00Zhttp://www.jcepm.com/article_134847_caff553a1a80589969aef14db0142f22.pdfhttps://doaj.org/toc/2588-6959The release of GHG, radioactive metals and other chemicals is detrimental to the environmental impact of cement manufacturing. The use of natural pozzolan (raw rice husk) as a partial substitute of cement in concrete may not only serve to increase compressive strength but also be environmentally sustainable. This paper manages the idea of utilizing Rice Husk as a partial substitution of cement and non-metallic natural fibers (Jute fiber) in concrete to develop an FRC material to study the possible improvement in the 28-day strength and also to reduce the plastic shrinkage crack. Different compositions of 13mm jute fiber (0.1%, 0.2%, and 0.3%) and Rice Husk (5%, 10%, and 15%) were added to concrete with a water-cement ratio of 0.38 in this study. It depicts that the compressive strength improves by up to 2.03% relative to plain concrete after using both jute fibers and rice husk. Further addition of fiber and rice husk prompts a diminishing pattern in strength as the two substances increased, the compressive strength gets diminished, causing low workability of concrete. Moreover, Shrinkage tests were performed to assess the existence of shrinkage cracks; it indicates that when applying jute fiber, the shrinkage crack region decreases. The optimum content of jute fiber is 0.2% (13mm) and rice husk is 10% for the maximum increment of compressive strength. However, the incorporation of 0.3% jute fibers with 13 mm length was found to be very effective in suppressing shrinkage cracks to near zeroSristi Das GuptaTarikul IslamMd. Ariful SohagSirajus SalakinIbrahim HossainPouyan Pressarticlerice huskjute fibercompressive strengthshrinkage cracksustainabilityComputer engineering. Computer hardwareTK7885-7895ENComputational Engineering and Physical Modeling, Vol 4, Iss 3, Pp 29-42 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	rice husk jute fiber compressive strength shrinkage crack sustainability Computer engineering. Computer hardware TK7885-7895
spellingShingle	rice husk jute fiber compressive strength shrinkage crack sustainability Computer engineering. Computer hardware TK7885-7895 Sristi Das Gupta Tarikul Islam Md. Ariful Sohag Sirajus Salakin Ibrahim Hossain Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material
description	The release of GHG, radioactive metals and other chemicals is detrimental to the environmental impact of cement manufacturing. The use of natural pozzolan (raw rice husk) as a partial substitute of cement in concrete may not only serve to increase compressive strength but also be environmentally sustainable. This paper manages the idea of utilizing Rice Husk as a partial substitution of cement and non-metallic natural fibers (Jute fiber) in concrete to develop an FRC material to study the possible improvement in the 28-day strength and also to reduce the plastic shrinkage crack. Different compositions of 13mm jute fiber (0.1%, 0.2%, and 0.3%) and Rice Husk (5%, 10%, and 15%) were added to concrete with a water-cement ratio of 0.38 in this study. It depicts that the compressive strength improves by up to 2.03% relative to plain concrete after using both jute fibers and rice husk. Further addition of fiber and rice husk prompts a diminishing pattern in strength as the two substances increased, the compressive strength gets diminished, causing low workability of concrete. Moreover, Shrinkage tests were performed to assess the existence of shrinkage cracks; it indicates that when applying jute fiber, the shrinkage crack region decreases. The optimum content of jute fiber is 0.2% (13mm) and rice husk is 10% for the maximum increment of compressive strength. However, the incorporation of 0.3% jute fibers with 13 mm length was found to be very effective in suppressing shrinkage cracks to near zero
format	article
author	Sristi Das Gupta Tarikul Islam Md. Ariful Sohag Sirajus Salakin Ibrahim Hossain
author_facet	Sristi Das Gupta Tarikul Islam Md. Ariful Sohag Sirajus Salakin Ibrahim Hossain
author_sort	Sristi Das Gupta
title	Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material
title_short	Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material
title_full	Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material
title_fullStr	Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material
title_full_unstemmed	Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material
title_sort	experimental study of concrete using raw rice husk as partial replacement of cement with natural fiber (jute fiber) as reinforcing material
publisher	Pouyan Press
publishDate	2021
url	https://doaj.org/article/6e49c49eefda4f54bcc72480bd55b789
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Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing Material

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