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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Main Authors: Sristi Das Gupta, Tarikul Islam, Md. Ariful Sohag, Sirajus Salakin, Ibrahim Hossain
Format: Article
Language:English
Published: Pouyan Press 2021-07-01
Series:Computational Engineering and Physical Modeling
Subjects:
Online Access:http://www.jcepm.com/article_134847_caff553a1a80589969aef14db0142f22.pdf
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spelling doaj-6e49c49eefda4f54bcc72480bd55b7892021-08-27T05:54:37ZengPouyan PressComputational Engineering and Physical Modeling2588-69592021-07-0143294210.22115/cepm.2021.280252.1166134847Experimental Study of Concrete Using Raw Rice Husk as Partial Replacement of Cement with Natural Fiber (Jute Fiber) as Reinforcing MaterialSristi Das Gupta0Tarikul Islam1Md. Ariful Sohag2Sirajus Salakin3Ibrahim Hossain4Senior Lecturer, Department of Civil Engineering, Ahsanullah University of Science and Technology, Dhaka- 1208, BangladeshSenior Lecturer, Department of Civil Engineering, Ahsanullah University of Science and Technology, Dhaka- 1208, BangladeshSenior Lecturer, Department of Civil Engineering, Ahsanullah University of Science and Technology, Dhaka- 1208, BangladeshSenior Lecturer, Department of Civil Engineering, Ahsanullah University of Science and Technology, Dhaka- 1208, BangladeshSenior Lecturer, Department of Civil Engineering, Ahsanullah University of Science and Technology, Dhaka- 1208, BangladeshThe 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 zerohttp://www.jcepm.com/article_134847_caff553a1a80589969aef14db0142f22.pdfrice huskjute fibercompressive strengthshrinkage cracksustainability
collection DOAJ
language English
format Article
sources DOAJ
author Sristi Das Gupta
Tarikul Islam
Md. Ariful Sohag
Sirajus Salakin
Ibrahim Hossain
spellingShingle 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
Computational Engineering and Physical Modeling
rice husk
jute fiber
compressive strength
shrinkage crack
sustainability
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
series Computational Engineering and Physical Modeling
issn 2588-6959
publishDate 2021-07-01
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
topic rice husk
jute fiber
compressive strength
shrinkage crack
sustainability
url http://www.jcepm.com/article_134847_caff553a1a80589969aef14db0142f22.pdf
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