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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Main Authors: Joo-Ha Lee, Hwang-Hee Kim, Sung-Ki Park, Ri-On Oh, Hae-Do Kim, Chan-Gi Park
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/2134873
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author Joo-Ha Lee
Hwang-Hee Kim
Sung-Ki Park
Ri-On Oh
Hae-Do Kim
Chan-Gi Park
author_facet Joo-Ha Lee
Hwang-Hee Kim
Sung-Ki Park
Ri-On Oh
Hae-Do Kim
Chan-Gi Park
author_sort Joo-Ha Lee
collection DOAJ
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.
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publishDate 2018-01-01
publisher Wiley
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series Advances in Materials Science and Engineering
spelling doaj-art-9468fd695b934c2ea38ecca57543095a2025-02-03T01:23:08ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/21348732134873Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner ApplicationJoo-Ha Lee0Hwang-Hee Kim1Sung-Ki Park2Ri-On Oh3Hae-Do Kim4Chan-Gi Park5Department of Civil Engineering, University of Suwon, Hwaseong 18323, Republic of KoreaResearch Center, Contecheng Co., Ltd., Seongnam 13636, Republic of KoreaResearch Center, Contecheng Co., Ltd., Seongnam 13636, Republic of KoreaResearch Center, Contecheng Co., Ltd., Seongnam 13636, Republic of KoreaRural Research Institute, Korea Rural Community Corporation, Ansan 15634, Republic of KoreaDepartment of Rural Construction Engineering, Kongju National University, Yesan 32439, Republic of KoreaThis 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.http://dx.doi.org/10.1155/2018/2134873
spellingShingle Joo-Ha Lee
Hwang-Hee Kim
Sung-Ki Park
Ri-On Oh
Hae-Do Kim
Chan-Gi Park
Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
Advances in Materials Science and Engineering
title Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
title_full Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
title_fullStr Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
title_full_unstemmed Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
title_short Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application
title_sort mechanical properties and durability of latex modified fiber reinforced concrete a tunnel liner application
url http://dx.doi.org/10.1155/2018/2134873
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