Influence of Jute Fiber on Tensile, Electrical, and Permeability Characteristics of Slag Concrete: A Better, Cheaper, and Eco-Friendly Substitute for Conventional Concrete
This works promotes the idea of simultaneous incorporation of ground granulated blast furnace slag (GGBS) and jute fiber (JF) to develop eco-friendly and ductile concrete. For this purpose, an experimental investigation was conducted, where two concrete families were produced using 0% and 25% GGBS a...
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description | This works promotes the idea of simultaneous incorporation of ground granulated blast furnace slag (GGBS) and jute fiber (JF) to develop eco-friendly and ductile concrete. For this purpose, an experimental investigation was conducted, where two concrete families were produced using 0% and 25% GGBS as partial replacements for cement. JF was incorporated as 0%, 0.25%, and 0.5% by volume fractions. Effect of plasticizer was also studied on behavior of jute fiber reinforced concrete (JFRC) with GGBS. Compressive strength-CS, splitting tensile strength-STS, flexural strength-FS, water absorption-WA, chloride ion penetration depth-CIPD, and electrical resistivity-ER were studied. The results showed that with the increasing JF content the CS of concrete declined and STS and FS improved. However, the positive effect of JF on CS was observed in mixes containing GGBS with or without a plasticizer. Incorporation of 0.5% JF without plasticizer improved the STS and FS of concrete by 11% and 17%, respectively. However, after achieving the target workability using plasticizer, the net gains in STS and FS due to the 0.5% addition of JF were 24.3% and 29%, respectively. The negative effects of hydrophilic nature of JF on WA and CIPD resistance of concrete were minimized by using GGBS and controlling workability. |
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For this purpose, an experimental investigation was conducted, where two concrete families were produced using 0% and 25% GGBS as partial replacements for cement. JF was incorporated as 0%, 0.25%, and 0.5% by volume fractions. Effect of plasticizer was also studied on behavior of jute fiber reinforced concrete (JFRC) with GGBS. Compressive strength-CS, splitting tensile strength-STS, flexural strength-FS, water absorption-WA, chloride ion penetration depth-CIPD, and electrical resistivity-ER were studied. The results showed that with the increasing JF content the CS of concrete declined and STS and FS improved. However, the positive effect of JF on CS was observed in mixes containing GGBS with or without a plasticizer. Incorporation of 0.5% JF without plasticizer improved the STS and FS of concrete by 11% and 17%, respectively. However, after achieving the target workability using plasticizer, the net gains in STS and FS due to the 0.5% addition of JF were 24.3% and 29%, respectively. The negative effects of hydrophilic nature of JF on WA and CIPD resistance of concrete were minimized by using GGBS and controlling workability.</description><identifier>ISSN: 1544-0478</identifier><identifier>ISSN: 1544-046X</identifier><identifier>EISSN: 1544-046X</identifier><identifier>DOI: 10.1080/15440478.2023.2170947</identifier><language>eng</language><publisher>Abingdon: Taylor & Francis</publisher><subject>additional binder ; cement ; Chloride durability ; Chloride ions ; chlorides ; Compressive strength ; Concrete ; Conditioned stimulus ; durability ; eco-friendly fiber ; electrical resistance ; Electrical resistivity ; Fiber reinforced concretes ; Flexural strength ; Fractions ; furnaces ; GGBS ; Granulation ; hydrophilicity ; Jute ; natural fiber ; Penetration depth ; Permeability ; Plasticizers ; Reinforced concrete ; Slag ; slags ; Tensile strength ; Water absorption ; Water depth ; Workability ; 天然纤维 ; 氯化物耐久性 ; 环保纤维 ; 电阻 ; 耐久性 ; 附加粘合剂</subject><ispartof>Journal of natural fibers, 2023-04, Vol.20 (1)</ispartof><rights>2023 The Author(s). Published with license by Taylor & Francis Group, LLC. 2023</rights><rights>2023 The Author(s). Published with license by Taylor & Francis Group, LLC. This work is licensed under the Creative Commons Attribution – Non-Commercial License http://creativecommons.org/licenses/by-nc/4.0/ (the “License”). 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For this purpose, an experimental investigation was conducted, where two concrete families were produced using 0% and 25% GGBS as partial replacements for cement. JF was incorporated as 0%, 0.25%, and 0.5% by volume fractions. Effect of plasticizer was also studied on behavior of jute fiber reinforced concrete (JFRC) with GGBS. Compressive strength-CS, splitting tensile strength-STS, flexural strength-FS, water absorption-WA, chloride ion penetration depth-CIPD, and electrical resistivity-ER were studied. The results showed that with the increasing JF content the CS of concrete declined and STS and FS improved. However, the positive effect of JF on CS was observed in mixes containing GGBS with or without a plasticizer. Incorporation of 0.5% JF without plasticizer improved the STS and FS of concrete by 11% and 17%, respectively. However, after achieving the target workability using plasticizer, the net gains in STS and FS due to the 0.5% addition of JF were 24.3% and 29%, respectively. The negative effects of hydrophilic nature of JF on WA and CIPD resistance of concrete were minimized by using GGBS and controlling workability.</description><subject>additional binder</subject><subject>cement</subject><subject>Chloride durability</subject><subject>Chloride ions</subject><subject>chlorides</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Conditioned stimulus</subject><subject>durability</subject><subject>eco-friendly fiber</subject><subject>electrical resistance</subject><subject>Electrical resistivity</subject><subject>Fiber reinforced concretes</subject><subject>Flexural strength</subject><subject>Fractions</subject><subject>furnaces</subject><subject>GGBS</subject><subject>Granulation</subject><subject>hydrophilicity</subject><subject>Jute</subject><subject>natural fiber</subject><subject>Penetration depth</subject><subject>Permeability</subject><subject>Plasticizers</subject><subject>Reinforced concrete</subject><subject>Slag</subject><subject>slags</subject><subject>Tensile strength</subject><subject>Water absorption</subject><subject>Water depth</subject><subject>Workability</subject><subject>天然纤维</subject><subject>氯化物耐久性</subject><subject>环保纤维</subject><subject>电阻</subject><subject>耐久性</subject><subject>附加粘合剂</subject><issn>1544-0478</issn><issn>1544-046X</issn><issn>1544-046X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>0YH</sourceid><sourceid>DOA</sourceid><recordid>eNp9ksGOFCEQhjtGE9fVRzAh8eJhegSa7qY9uTuZ0TGbaLJr4o3QUKxMGBiB1swz-ZLSzjoHD56oFP__UVT-qnpJ8JJgjt-QljHMer6kmDZLSno8sP5RdTH3a8y6r4_Pdc-fVs9S2mFMh5bQi-rX1hs3gVeAgkEfpwxoY0eIKHh0Bz5ZBwu0dqBytEq6BZJeo88Q9yBH62w-otU3GaXKEG3KVqUZc-vkPVoFryJkeIuu0DXkIlgULcjDXMyUtQr1Jlrw2h3R7TQWe57fNyHO5h_gsw1eujPpefXESJfgxcN5WX3ZrO9WH-qbT--3q6ubWjHOck1NqwzVnEhNQA2dIXw0PSNqJEO5ajGBBmvQHBQMjSaUMDoOilPMVTeYvrmstieuDnInDtHuZTyKIK340wjxXshY_upAdETrvhtp23LKZNlJDyPRrRnGMkNpFdbrE-sQw_cJUhZ7mxQ4Jz2EKQnKG0YpHXpSpK_-ke7CFMsCZhVtOG47houqPalUDClFMOcBCRZzHMTfOIg5DuIhDsX37uSzvix4L3-G6LTI8uhCNFF6ZZNo_o_4Df6OvVw</recordid><startdate>20230424</startdate><enddate>20230424</enddate><creator>Gulzar, Muhammad Ahsan</creator><creator>Ali, Babar</creator><creator>Barakat, Osama</creator><creator>Azab, Marc</creator><creator>Najemalden, Ahmed M.</creator><creator>Salih Mohammed, Ahmed</creator><creator>Alashker, Yasser</creator><general>Taylor & Francis</general><general>Taylor & Francis Ltd</general><general>Taylor & Francis Group</general><scope>0YH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QF</scope><scope>7QO</scope><scope>7QQ</scope><scope>7SC</scope><scope>7SE</scope><scope>7SP</scope><scope>7SR</scope><scope>7T7</scope><scope>7TA</scope><scope>7TB</scope><scope>7U5</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>F28</scope><scope>FR3</scope><scope>H8D</scope><scope>H8G</scope><scope>JG9</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><scope>P64</scope><scope>7S9</scope><scope>L.6</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0003-0173-3209</orcidid></search><sort><creationdate>20230424</creationdate><title>Influence of Jute Fiber on Tensile, Electrical, and Permeability Characteristics of Slag Concrete: A Better, Cheaper, and Eco-Friendly Substitute for Conventional Concrete</title><author>Gulzar, Muhammad Ahsan ; 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For this purpose, an experimental investigation was conducted, where two concrete families were produced using 0% and 25% GGBS as partial replacements for cement. JF was incorporated as 0%, 0.25%, and 0.5% by volume fractions. Effect of plasticizer was also studied on behavior of jute fiber reinforced concrete (JFRC) with GGBS. Compressive strength-CS, splitting tensile strength-STS, flexural strength-FS, water absorption-WA, chloride ion penetration depth-CIPD, and electrical resistivity-ER were studied. The results showed that with the increasing JF content the CS of concrete declined and STS and FS improved. However, the positive effect of JF on CS was observed in mixes containing GGBS with or without a plasticizer. Incorporation of 0.5% JF without plasticizer improved the STS and FS of concrete by 11% and 17%, respectively. However, after achieving the target workability using plasticizer, the net gains in STS and FS due to the 0.5% addition of JF were 24.3% and 29%, respectively. The negative effects of hydrophilic nature of JF on WA and CIPD resistance of concrete were minimized by using GGBS and controlling workability.</abstract><cop>Abingdon</cop><pub>Taylor & Francis</pub><doi>10.1080/15440478.2023.2170947</doi><orcidid>https://orcid.org/0000-0003-0173-3209</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | additional binder cement Chloride durability Chloride ions chlorides Compressive strength Concrete Conditioned stimulus durability eco-friendly fiber electrical resistance Electrical resistivity Fiber reinforced concretes Flexural strength Fractions furnaces GGBS Granulation hydrophilicity Jute natural fiber Penetration depth Permeability Plasticizers Reinforced concrete Slag slags Tensile strength Water absorption Water depth Workability 天然纤维 氯化物耐久性 环保纤维 电阻 耐久性 附加粘合剂 |
title | Influence of Jute Fiber on Tensile, Electrical, and Permeability Characteristics of Slag Concrete: A Better, Cheaper, and Eco-Friendly Substitute for Conventional Concrete |
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