Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application

This study assessed the mechanical properties and durability of latex-modified fiber-reinforced segment concrete (polyolefin-based macrosynthetic fibers and hybrid fiber-macrosynthetic fiber and polypropylene fiber) for a tunnel liner application. The tested macrosynthetic fiber-reinforced concrete...

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Published in:Advances in materials science and engineering 2018-01, Vol.2018 (2018), p.1-14
Main Authors: Kim, Hae-Do, Oh, Ri-On, Park, Sung-Ki, Kim, Hwang-Hee, Lee, Joo-Ha, Park, Chan-Gi
Format: Article
Language:English
Subjects:
Abrasion resistant steels
Blast furnace slags
Blast resistance
Cement
Chloride
Chloride ions
Chloride resistance
Compressive strength
Concrete
Concrete reinforcements
Construction
Corrosion resistance
Durability
Fiber reinforced polymers
Impact resistance
Impact strength
Latex
Mechanical properties
Penetration resistance
Permeability
Polymers
Polyolefins
Polypropylene
Reinforced concrete
Reinforcing steels
Rural areas
Steel fiber reinforced concretes
Test methods
Urban areas
Water resistance
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cited_by cdi_FETCH-LOGICAL-c465t-f20d460a48189ed307e5f3c094ae7cb4b6fa3ba40eb60fbf0061ed0824af1c003
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container_issue 2018
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container_title Advances in materials science and engineering
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creator Kim, Hae-Do
Oh, Ri-On
Park, Sung-Ki
Kim, Hwang-Hee
Lee, Joo-Ha
Park, Chan-Gi
description This study assessed the mechanical properties and durability of latex-modified fiber-reinforced segment concrete (polyolefin-based macrosynthetic fibers and hybrid fiber-macrosynthetic fiber and polypropylene fiber) for a tunnel liner application. The tested macrosynthetic fiber-reinforced concrete has a better strength than steel fiber-reinforced concrete. The tested concrete with blast furnace slag has a higher chloride ion penetration resistance (less permeable), but its compressive and flexural strengths can be reduced with blast furnace slag content increase. Also, the hybrid fiber-reinforced concrete has higher compressive strength, flexural strength, chloride ion water permeability resistance, impact resistance, and abrasion resistance than the macrosynthetic fiber-reinforced concrete. The modified fiber improved the performance of concrete, and the hybrid fiber was found to control the formation of micro- and macrocracks more effectively. Therefore, overall performance of the hybrid fiber-reinforced concrete was found superior to the other fiber-reinforced concrete mixes tested for this study. The test results also indicated that macrosynthetic fiber could replace the steel fiber as a concrete reinforcement.
doi_str_mv 10.1155/2018/2134873
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The tested macrosynthetic fiber-reinforced concrete has a better strength than steel fiber-reinforced concrete. The tested concrete with blast furnace slag has a higher chloride ion penetration resistance (less permeable), but its compressive and flexural strengths can be reduced with blast furnace slag content increase. Also, the hybrid fiber-reinforced concrete has higher compressive strength, flexural strength, chloride ion water permeability resistance, impact resistance, and abrasion resistance than the macrosynthetic fiber-reinforced concrete. The modified fiber improved the performance of concrete, and the hybrid fiber was found to control the formation of micro- and macrocracks more effectively. Therefore, overall performance of the hybrid fiber-reinforced concrete was found superior to the other fiber-reinforced concrete mixes tested for this study. The test results also indicated that macrosynthetic fiber could replace the steel fiber as a concrete reinforcement.</description><identifier>ISSN: 1687-8434</identifier><identifier>EISSN: 1687-8442</identifier><identifier>DOI: 10.1155/2018/2134873</identifier><language>eng</language><publisher>Cairo, Egypt: Hindawi Publishing Corporation</publisher><subject>Abrasion resistant steels ; Blast furnace slags ; Blast resistance ; Cement ; Chloride ; Chloride ions ; Chloride resistance ; Compressive strength ; Concrete ; Concrete reinforcements ; Construction ; Corrosion resistance ; Durability ; Fiber reinforced polymers ; Impact resistance ; Impact strength ; Latex ; Mechanical properties ; Penetration resistance ; Permeability ; Polymers ; Polyolefins ; Polypropylene ; Reinforced concrete ; Reinforcing steels ; Rural areas ; Steel fiber reinforced concretes ; Test methods ; Urban areas ; Water resistance</subject><ispartof>Advances in materials science and engineering, 2018-01, Vol.2018 (2018), p.1-14</ispartof><rights>Copyright © 2018 Joo-Ha Lee et al.</rights><rights>Copyright © 2018 Joo-Ha Lee et al.; This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c465t-f20d460a48189ed307e5f3c094ae7cb4b6fa3ba40eb60fbf0061ed0824af1c003</citedby><cites>FETCH-LOGICAL-c465t-f20d460a48189ed307e5f3c094ae7cb4b6fa3ba40eb60fbf0061ed0824af1c003</cites><orcidid>0000-0002-2735-7734</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/1994344449/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/1994344449?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,44590,75126</link.rule.ids></links><search><contributor>Kim, Young Hoon</contributor><contributor>Young Hoon Kim</contributor><creatorcontrib>Kim, Hae-Do</creatorcontrib><creatorcontrib>Oh, Ri-On</creatorcontrib><creatorcontrib>Park, Sung-Ki</creatorcontrib><creatorcontrib>Kim, Hwang-Hee</creatorcontrib><creatorcontrib>Lee, Joo-Ha</creatorcontrib><creatorcontrib>Park, Chan-Gi</creatorcontrib><title>Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application</title><title>Advances in materials science and engineering</title><description>This study assessed the mechanical properties and durability of latex-modified fiber-reinforced segment concrete (polyolefin-based macrosynthetic fibers and hybrid fiber-macrosynthetic fiber and polypropylene fiber) for a tunnel liner application. 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The tested macrosynthetic fiber-reinforced concrete has a better strength than steel fiber-reinforced concrete. The tested concrete with blast furnace slag has a higher chloride ion penetration resistance (less permeable), but its compressive and flexural strengths can be reduced with blast furnace slag content increase. Also, the hybrid fiber-reinforced concrete has higher compressive strength, flexural strength, chloride ion water permeability resistance, impact resistance, and abrasion resistance than the macrosynthetic fiber-reinforced concrete. The modified fiber improved the performance of concrete, and the hybrid fiber was found to control the formation of micro- and macrocracks more effectively. Therefore, overall performance of the hybrid fiber-reinforced concrete was found superior to the other fiber-reinforced concrete mixes tested for this study. 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ispartof Advances in materials science and engineering, 2018-01, Vol.2018 (2018), p.1-14
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source Wiley Online Library; ProQuest Publicly Available Content database
subjects Abrasion resistant steels
Blast furnace slags
Blast resistance
Cement
Chloride
Chloride ions
Chloride resistance
Compressive strength
Concrete
Concrete reinforcements
Construction
Corrosion resistance
Durability
Fiber reinforced polymers
Impact resistance
Impact strength
Latex
Mechanical properties
Penetration resistance
Permeability
Polymers
Polyolefins
Polypropylene
Reinforced concrete
Reinforcing steels
Rural areas
Steel fiber reinforced concretes
Test methods
Urban areas
Water resistance
title Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
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