Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers

Prepacked aggregate concrete (PAC) is a particular form of concrete that is manufactured by placing and packing aggregates with different sizes in a formwork, and the spaces between the aggregates are then filled through the injection of cement grout with high flowability. This study proposed the pr...

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Main Authors: Alrshoudi, Fahed, Mohammadhosseini, Hossein, Md. Tahir, Mahmood, Alyousef, Rayed, Alghamdi, Hussam, Alharbi, Yousef, Alsaif, Abdulaziz
Format: Article
Published: Elsevier Ltd 2020
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Online Access:http://eprints.utm.my/id/eprint/93721/
http://dx.doi.org/10.1016/j.jobe.2020.101522
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spelling my.utm.937212021-12-31T08:48:32Z http://eprints.utm.my/id/eprint/93721/ Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers Alrshoudi, Fahed Mohammadhosseini, Hossein Md. Tahir, Mahmood Alyousef, Rayed Alghamdi, Hussam Alharbi, Yousef Alsaif, Abdulaziz TA Engineering (General). Civil engineering (General) Prepacked aggregate concrete (PAC) is a particular form of concrete that is manufactured by placing and packing aggregates with different sizes in a formwork, and the spaces between the aggregates are then filled through the injection of cement grout with high flowability. This study proposed the prepacked aggregates fiber-reinforced concrete (PAFRC), which is a newly developed concrete, with a unique combination of coarse aggregate and short polypropylene (PP) fiber that is premixed and placed in the formworks. This study presents the outcomes of an investigational work that addresses creep and drying shrinkage performance in addition to the strength development of PAFRC specimens. In addition, palm oil fuel ash (POFA) was used at the substitution level of 20%. Six mixes comprising fiber volume fractions of 0–1.25% with a length of 30 mm were cast by gravity technique. Another six mixtures with the same fiber volume fractions were cast using a pump to inject the grout into the formwork. The experimental outcomes exposed that utilization of waste PP fibers and POFA improved the compressive strength of PAFRC mixes. The drying shrinkage and creep of PAFRC mixes reduced significantly with the addition of waste PP fibers. Moreover, due to the lower drying shrinkage and creep, as well as the unique production technique, PAFRC could be used for several innovative applications in construction. Elsevier Ltd 2020-11 Article PeerReviewed Alrshoudi, Fahed and Mohammadhosseini, Hossein and Md. Tahir, Mahmood and Alyousef, Rayed and Alghamdi, Hussam and Alharbi, Yousef and Alsaif, Abdulaziz (2020) Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers. Journal of Building Engineering, 32 . ISSN 2352-7102 http://dx.doi.org/10.1016/j.jobe.2020.101522 DOI:10.1016/j.jobe.2020.101522
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Alrshoudi, Fahed
Mohammadhosseini, Hossein
Md. Tahir, Mahmood
Alyousef, Rayed
Alghamdi, Hussam
Alharbi, Yousef
Alsaif, Abdulaziz
Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
description Prepacked aggregate concrete (PAC) is a particular form of concrete that is manufactured by placing and packing aggregates with different sizes in a formwork, and the spaces between the aggregates are then filled through the injection of cement grout with high flowability. This study proposed the prepacked aggregates fiber-reinforced concrete (PAFRC), which is a newly developed concrete, with a unique combination of coarse aggregate and short polypropylene (PP) fiber that is premixed and placed in the formworks. This study presents the outcomes of an investigational work that addresses creep and drying shrinkage performance in addition to the strength development of PAFRC specimens. In addition, palm oil fuel ash (POFA) was used at the substitution level of 20%. Six mixes comprising fiber volume fractions of 0–1.25% with a length of 30 mm were cast by gravity technique. Another six mixtures with the same fiber volume fractions were cast using a pump to inject the grout into the formwork. The experimental outcomes exposed that utilization of waste PP fibers and POFA improved the compressive strength of PAFRC mixes. The drying shrinkage and creep of PAFRC mixes reduced significantly with the addition of waste PP fibers. Moreover, due to the lower drying shrinkage and creep, as well as the unique production technique, PAFRC could be used for several innovative applications in construction.
format Article
author Alrshoudi, Fahed
Mohammadhosseini, Hossein
Md. Tahir, Mahmood
Alyousef, Rayed
Alghamdi, Hussam
Alharbi, Yousef
Alsaif, Abdulaziz
author_facet Alrshoudi, Fahed
Mohammadhosseini, Hossein
Md. Tahir, Mahmood
Alyousef, Rayed
Alghamdi, Hussam
Alharbi, Yousef
Alsaif, Abdulaziz
author_sort Alrshoudi, Fahed
title Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
title_short Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
title_full Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
title_fullStr Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
title_full_unstemmed Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
title_sort drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers
publisher Elsevier Ltd
publishDate 2020
url http://eprints.utm.my/id/eprint/93721/
http://dx.doi.org/10.1016/j.jobe.2020.101522
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