Evaluation of the Effect of Fiber Type, Length, and Content on Asphalt Properties and Asphalt Mixture Performance
Fiber-reinforced asphalt mixture has been widely used in pavement engineering to not only prevent asphalt binder leakage but also improve engineering properties of asphalt mixture. However, the research on three key parameters, namely fiber type, fiber length, and fiber content, which significantly...
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| Veröffentlicht in: | Materials 2020-03, Vol.13 (7), p.1556 |
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| creator | Guo, Fucheng Li, Rui Lu, Shuhua Bi, Yanqiu He, Haiqi |
| description | Fiber-reinforced asphalt mixture has been widely used in pavement engineering to not only prevent asphalt binder leakage but also improve engineering properties of asphalt mixture. However, the research on three key parameters, namely fiber type, fiber length, and fiber content, which significantly affect the performance of fiber-reinforced asphalt mixture, have seldom been conducted systematically. To determine these three key parameters in the support of the application of fibers in mixture scientifically, three commonly used fibers were selected, basalt fiber, polyester fiber, and lignin fiber, and the testing on fibers, fiber-reinforced asphalt binders, and fiber-reinforced asphalt mixtures was conducted afterwards. The results showed: the favorable fiber type was basalt fiber; the favorable basalt fiber length was 6mm; the engineering properties including high temperature stability, low temperature crack resistance, and water susceptibility were clearly improved by the added basalt fiber, and the optimum basalt fiber content was 0.4 wt.%. The obtained results may be valuable from a practical point of view to engineers and practitioners. |
| doi_str_mv | 10.3390/ma13071556 |
| format | Article |
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However, the research on three key parameters, namely fiber type, fiber length, and fiber content, which significantly affect the performance of fiber-reinforced asphalt mixture, have seldom been conducted systematically. To determine these three key parameters in the support of the application of fibers in mixture scientifically, three commonly used fibers were selected, basalt fiber, polyester fiber, and lignin fiber, and the testing on fibers, fiber-reinforced asphalt binders, and fiber-reinforced asphalt mixtures was conducted afterwards. The results showed: the favorable fiber type was basalt fiber; the favorable basalt fiber length was 6mm; the engineering properties including high temperature stability, low temperature crack resistance, and water susceptibility were clearly improved by the added basalt fiber, and the optimum basalt fiber content was 0.4 wt.%. The obtained results may be valuable from a practical point of view to engineers and practitioners.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma13071556</identifier><identifier>PMID: 32230943</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Aggregates ; Asbestos ; Asphalt mixes ; Asphalt pavements ; Basalt ; Binders (materials) ; Crack propagation ; Ductility ; Engineering ; Experiments ; Fiber reinforced materials ; Fibers ; High temperature ; Lignin ; Low temperature ; Low temperature resistance ; Mechanical properties ; Parameters ; Physical properties ; Properties (attributes) ; Stress concentration ; Studies</subject><ispartof>Materials, 2020-03, Vol.13 (7), p.1556</ispartof><rights>2020. This work is licensed under http://creativecommons.org/licenses/by/3.0/ (the “License”). 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However, the research on three key parameters, namely fiber type, fiber length, and fiber content, which significantly affect the performance of fiber-reinforced asphalt mixture, have seldom been conducted systematically. To determine these three key parameters in the support of the application of fibers in mixture scientifically, three commonly used fibers were selected, basalt fiber, polyester fiber, and lignin fiber, and the testing on fibers, fiber-reinforced asphalt binders, and fiber-reinforced asphalt mixtures was conducted afterwards. The results showed: the favorable fiber type was basalt fiber; the favorable basalt fiber length was 6mm; the engineering properties including high temperature stability, low temperature crack resistance, and water susceptibility were clearly improved by the added basalt fiber, and the optimum basalt fiber content was 0.4 wt.%. The obtained results may be valuable from a practical point of view to engineers and practitioners.</description><subject>Aggregates</subject><subject>Asbestos</subject><subject>Asphalt mixes</subject><subject>Asphalt pavements</subject><subject>Basalt</subject><subject>Binders (materials)</subject><subject>Crack propagation</subject><subject>Ductility</subject><subject>Engineering</subject><subject>Experiments</subject><subject>Fiber reinforced materials</subject><subject>Fibers</subject><subject>High temperature</subject><subject>Lignin</subject><subject>Low temperature</subject><subject>Low temperature resistance</subject><subject>Mechanical properties</subject><subject>Parameters</subject><subject>Physical properties</subject><subject>Properties (attributes)</subject><subject>Stress concentration</subject><subject>Studies</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpdkUtLJDEUhcOgjKJu5gcMgdnIYDt5VJLKRpCmfUCLLpx1SJU3dklVUiYpGf-9aV-jZpPcm49zz-Ug9IOSQ841-TNYyomiQshvaJtqLWdUV9XGh_cW2kvpjpTDOa2Z_o62OGOc6Ipvo_vFg-0nm7vgcXA4rwAvnIM2r6uTroGIrx9HOMBL8Ld5dYCtv8Hz4DP4gnh8nMaV7TO-imGEmDtIz8Rb-6L7l6cI-AqiC3GwvoVdtOlsn2Dv9d5Bf08W1_Oz2fLy9Hx-vJy1FZF5JljrGldTy6jiVjCtJLFlA0F4rRrCq0ZLSRgRkhFla81KW9bKMSo4ACV8Bx296I5TM8BNWwxH25sxdoONjybYznz-8d3K3IYHo6iqiVwL7L8KxHA_Qcpm6FILfW89hCmZMlEwRaXiBf31Bb0LU_RlvWeKqEqKulC_X6g2hpQiuHczlJh1mOZ_mAX--dH-O_oWHX8C66yXzQ</recordid><startdate>20200327</startdate><enddate>20200327</enddate><creator>Guo, Fucheng</creator><creator>Li, Rui</creator><creator>Lu, Shuhua</creator><creator>Bi, Yanqiu</creator><creator>He, Haiqi</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0000-0002-9736-6468</orcidid></search><sort><creationdate>20200327</creationdate><title>Evaluation of the Effect of Fiber Type, Length, and Content on Asphalt Properties and Asphalt Mixture Performance</title><author>Guo, Fucheng ; Li, Rui ; Lu, Shuhua ; Bi, Yanqiu ; He, Haiqi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c406t-52cfbf81a2173a529760a03350387b034b96602056207a892387687f2153ee103</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Aggregates</topic><topic>Asbestos</topic><topic>Asphalt mixes</topic><topic>Asphalt pavements</topic><topic>Basalt</topic><topic>Binders (materials)</topic><topic>Crack propagation</topic><topic>Ductility</topic><topic>Engineering</topic><topic>Experiments</topic><topic>Fiber reinforced materials</topic><topic>Fibers</topic><topic>High temperature</topic><topic>Lignin</topic><topic>Low temperature</topic><topic>Low temperature resistance</topic><topic>Mechanical properties</topic><topic>Parameters</topic><topic>Physical properties</topic><topic>Properties (attributes)</topic><topic>Stress concentration</topic><topic>Studies</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Guo, Fucheng</creatorcontrib><creatorcontrib>Li, Rui</creatorcontrib><creatorcontrib>Lu, Shuhua</creatorcontrib><creatorcontrib>Bi, Yanqiu</creatorcontrib><creatorcontrib>He, Haiqi</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Guo, Fucheng</au><au>Li, Rui</au><au>Lu, Shuhua</au><au>Bi, Yanqiu</au><au>He, Haiqi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluation of the Effect of Fiber Type, Length, and Content on Asphalt Properties and Asphalt Mixture Performance</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2020-03-27</date><risdate>2020</risdate><volume>13</volume><issue>7</issue><spage>1556</spage><pages>1556-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>Fiber-reinforced asphalt mixture has been widely used in pavement engineering to not only prevent asphalt binder leakage but also improve engineering properties of asphalt mixture. However, the research on three key parameters, namely fiber type, fiber length, and fiber content, which significantly affect the performance of fiber-reinforced asphalt mixture, have seldom been conducted systematically. To determine these three key parameters in the support of the application of fibers in mixture scientifically, three commonly used fibers were selected, basalt fiber, polyester fiber, and lignin fiber, and the testing on fibers, fiber-reinforced asphalt binders, and fiber-reinforced asphalt mixtures was conducted afterwards. The results showed: the favorable fiber type was basalt fiber; the favorable basalt fiber length was 6mm; the engineering properties including high temperature stability, low temperature crack resistance, and water susceptibility were clearly improved by the added basalt fiber, and the optimum basalt fiber content was 0.4 wt.%. 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| source | Electronic Journals Library; PubMed Central (Open Access); MDPI - Multidisciplinary Digital Publishing Institute; Free Full-Text Journals in Chemistry; PubMed Central Open Access |
| subjects | Aggregates Asbestos Asphalt mixes Asphalt pavements Basalt Binders (materials) Crack propagation Ductility Engineering Experiments Fiber reinforced materials Fibers High temperature Lignin Low temperature Low temperature resistance Mechanical properties Parameters Physical properties Properties (attributes) Stress concentration Studies |
| title | Evaluation of the Effect of Fiber Type, Length, and Content on Asphalt Properties and Asphalt Mixture Performance |
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