Study on the graphite and carbon fiber modified asphalt concrete
► Graphite improve electrical property but impair mechanical property of asphalt mixture. ► We study the mechanical performance and electrical property were improved greatly. ► We study modified asphalt concretes for the self-monitoring of strain. The mechanical and electrical properties of graphite...
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Published in | Construction & building materials Vol. 25; no. 4; pp. 1807 - 1811 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.04.2011
Elsevier B.V |
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Abstract | ► Graphite improve electrical property but impair mechanical property of asphalt mixture. ► We study the mechanical performance and electrical property were improved greatly. ► We study modified asphalt concretes for the self-monitoring of strain.
The mechanical and electrical properties of graphite and carbon fiber modified asphalt concrete were measured in this paper through the indirect tensile test. The experimental results indicate that the mechanical properties of asphalt mixture are influenced by the addition of conductive component like graphite and carbon fiber, When the graphite content increased from 0 to 22
vol.%, Marshall stability decreased from 12.8
kN to 9.43
kN and residual stability from 91.1% to 87.2%. Rutting dynamic stability decreased from 3318
times/mm to 2619
times/mm. After adding the carbon fiber, when the carbon fiber content increased from 0 to 2
vol.%, their Marshall stability and residual stability increased from 12.8
kN to 13.5
kN and residual stability from 91.1% to 92.7%. Rutting dynamic stability increased from 3318
times/mm to 3403
times/mm. When modified through combination effect of graphite and carbon fiber mixed fillers, the mechanical performance and electrical property were improved greatly, their Marshall stability and residual stability has increased from 9.43
kN to 12.1
kN and residual stability from 87.2% to 89.2%. Rutting dynamic stability increased from 2619
times/mm to 3292
times/mm. Furthermore, the resilient modulus is influenced by the addition of graphite, the value of resilient modulus is as much as that of the original, it is 90% when graphite is 30
vol.% and is 70% when graphite is 45
vol.%. The electrical resistance increases reversibly with increasing tensile strain either under dynamic indirect tensile testing or static indirect tensile testing, graphite and carbon fiber modified asphalt concretes are effective for the self-monitoring of strain. It is foreseen that the strain–stress self monitoring is valuable for weighing, traffic monitoring, border monitoring and structural vibration control. |
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AbstractList | The mechanical and electrical properties of graphite and carbon fiber modified asphalt concrete were measured in this paper through the indirect tensile test. The experimental results indicate that the mechanical properties of asphalt mixture are influenced by the addition of conductive component like graphite and carbon fiber, When the graphite content increased from 0 to 22 vol.%, Marshall stability decreased from 12.8 kN to 9.43 kN and residual stability from 91.1% to 87.2%. Rutting dynamic stability decreased from 3318 times/mm to 2619 times/mm. After adding the carbon fiber, when the carbon fiber content increased from 0 to 2 vol.%, their Marshall stability and residual stability increased from 12.8 kN to 13.5 kN and residual stability from 91.1% to 92.7%. Rutting dynamic stability increased from 3318 times/mm to 3403 times/mm. When modified through combination effect of graphite and carbon fiber mixed fillers, the mechanical performance and electrical property were improved greatly, their Marshall stability and residual stability has increased from 9.43 kN to 12.1 kN and residual stability from 87.2% to 89.2%. Rutting dynamic stability increased from 2619 times/mm to 3292 times/mm. Furthermore, the resilient modulus is influenced by the addition of graphite, the value of resilient modulus is as much as that of the original, it is 90% when graphite is 30 vol.% and is 70% when graphite is 45 vol.%. The electrical resistance increases reversibly with increasing tensile strain either under dynamic indirect tensile testing or static indirect tensile testing, graphite and carbon fiber modified asphalt concretes are effective for the self-monitoring of strain. It is foreseen that the strain-stress self monitoring is valuable for weighing, traffic monitoring, border monitoring and structural vibration control. ► Graphite improve electrical property but impair mechanical property of asphalt mixture. ► We study the mechanical performance and electrical property were improved greatly. ► We study modified asphalt concretes for the self-monitoring of strain. The mechanical and electrical properties of graphite and carbon fiber modified asphalt concrete were measured in this paper through the indirect tensile test. The experimental results indicate that the mechanical properties of asphalt mixture are influenced by the addition of conductive component like graphite and carbon fiber, When the graphite content increased from 0 to 22 vol.%, Marshall stability decreased from 12.8 kN to 9.43 kN and residual stability from 91.1% to 87.2%. Rutting dynamic stability decreased from 3318 times/mm to 2619 times/mm. After adding the carbon fiber, when the carbon fiber content increased from 0 to 2 vol.%, their Marshall stability and residual stability increased from 12.8 kN to 13.5 kN and residual stability from 91.1% to 92.7%. Rutting dynamic stability increased from 3318 times/mm to 3403 times/mm. When modified through combination effect of graphite and carbon fiber mixed fillers, the mechanical performance and electrical property were improved greatly, their Marshall stability and residual stability has increased from 9.43 kN to 12.1 kN and residual stability from 87.2% to 89.2%. Rutting dynamic stability increased from 2619 times/mm to 3292 times/mm. Furthermore, the resilient modulus is influenced by the addition of graphite, the value of resilient modulus is as much as that of the original, it is 90% when graphite is 30 vol.% and is 70% when graphite is 45 vol.%. The electrical resistance increases reversibly with increasing tensile strain either under dynamic indirect tensile testing or static indirect tensile testing, graphite and carbon fiber modified asphalt concretes are effective for the self-monitoring of strain. It is foreseen that the strain–stress self monitoring is valuable for weighing, traffic monitoring, border monitoring and structural vibration control. |
Audience | Trade |
Author | Liu, Xiaoming Wu, Shaopeng |
Author_xml | – sequence: 1 givenname: Xiaoming surname: Liu fullname: Liu, Xiaoming email: liuxmg2001@163.com organization: School of Civil Engineering and Architecture, Central South University, Changsha 410075, China – sequence: 2 givenname: Shaopeng surname: Wu fullname: Wu, Shaopeng organization: Key Laboratory of Silicate Materials Science and Engineering of Ministry of Education, Wuhan University of Technology, Wuhan 430070, China |
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Cites_doi | 10.1016/j.carbon.2004.12.033 10.1016/j.conbuildmat.2009.03.006 10.1007/BF02838422 10.1007/s11595-006-2268-2 10.1007/s10853-005-0717-5 10.1016/j.conbuildmat.2006.10.004 10.1016/j.carbon.2004.04.005 10.4028/www.scientific.net/KEM.249.391 |
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Keywords | Electrical property Self-monitoring Asphalt concrete Indirect tensile test Mechanical property |
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References | Liu, Wu, Li (b0060) 2009; 23 Liu, Wu (b0055) 2008; 22 Wen, Chung (b0015) 2004; 42 Liu, Wu, Li (b0010) 2009; 40 Liu, Wu, Li (b0005) 2008; 23 Wu, Mo, Shui, Chen (b0035) 2005; 43 Superpave Mix Design. Series SP-2; 1996. AASHTO Designation: TP31-96. Standard method of test for determining the resilient modulus of bituminous mixtures by indirect tension. Wu, Mo, Shui, Xuan, Xue, Yang (b0025) 2002; 17 Liu, Wu (b0030) 2010; 34 Wen, Chung (b0020) 2005 Wu, Mo, Shui (b0040) 2003; 249 10.1016/j.conbuildmat.2010.11.082_b0050 Liu (10.1016/j.conbuildmat.2010.11.082_b0030) 2010; 34 Wen (10.1016/j.conbuildmat.2010.11.082_b0020) 2005 Wu (10.1016/j.conbuildmat.2010.11.082_b0040) 2003; 249 Liu (10.1016/j.conbuildmat.2010.11.082_b0005) 2008; 23 Wen (10.1016/j.conbuildmat.2010.11.082_b0015) 2004; 42 10.1016/j.conbuildmat.2010.11.082_b0045 Liu (10.1016/j.conbuildmat.2010.11.082_b0010) 2009; 40 Wu (10.1016/j.conbuildmat.2010.11.082_b0025) 2002; 17 Wu (10.1016/j.conbuildmat.2010.11.082_b0035) 2005; 43 Liu (10.1016/j.conbuildmat.2010.11.082_b0055) 2008; 22 Liu (10.1016/j.conbuildmat.2010.11.082_b0060) 2009; 23 |
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concrete publication-title: J Wuhan Univ Tech (Trans Sci Eng) contributor: fullname: Wu – volume: 249 start-page: 391 year: 2003 end-page: 395 ident: b0040 article-title: Piezoresistivity of graphite modified asphalt concretes publication-title: Key Eng Mater contributor: fullname: Shui – volume: 43 start-page: 1358 issue: 7 year: 2005 ident: 10.1016/j.conbuildmat.2010.11.082_b0035 article-title: Investigation of the conductivity of asphalt concrete containing conductive fillers publication-title: Carbon doi: 10.1016/j.carbon.2004.12.033 contributor: fullname: Wu – volume: 23 start-page: 2752 issue: 7 year: 2009 ident: 10.1016/j.conbuildmat.2010.11.082_b0060 article-title: Research on the conductive asphalt concrete’s piezoresistivity effect and its mechanism publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2009.03.006 contributor: fullname: Liu – volume: 17 start-page: 69 issue: 4 year: 2002 ident: 10.1016/j.conbuildmat.2010.11.082_b0025 article-title: Improvement of electrical properties of asphalt concrete publication-title: J Wuhan Univ Of Tech (Mater Sci Ed) doi: 10.1007/BF02838422 contributor: fullname: Wu – volume: 23 start-page: 268 issue: 2 year: 2008 ident: 10.1016/j.conbuildmat.2010.11.082_b0005 article-title: Self-monitoring application of asphalt concrete containing graphite ans carbon fibers publication-title: J Wuhan Univ Of Tech (Mater Sci Ed) doi: 10.1007/s11595-006-2268-2 contributor: fullname: Liu – volume: 40 start-page: 1465 issue: 5 year: 2009 ident: 10.1016/j.conbuildmat.2010.11.082_b0010 article-title: Smart characteristic of conductive asphalt concrete publication-title: J Cent South Univ (Sci Tech) contributor: fullname: Liu – ident: 10.1016/j.conbuildmat.2010.11.082_b0050 – start-page: 3897 issue: 40 year: 2005 ident: 10.1016/j.conbuildmat.2010.11.082_b0020 article-title: Pitch-matrix composites for electrical, electromagnetic and strain-sensing applications publication-title: J Mater Sci doi: 10.1007/s10853-005-0717-5 contributor: fullname: Wen – ident: 10.1016/j.conbuildmat.2010.11.082_b0045 – volume: 22 start-page: 121 issue: 3 year: 2008 ident: 10.1016/j.conbuildmat.2010.11.082_b0055 article-title: Properties evaluation of asphalt-based composites with graphite and mine powder publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2006.10.004 contributor: fullname: Liu – volume: 42 start-page: 2393 issue: 6 year: 2004 ident: 10.1016/j.conbuildmat.2010.11.082_b0015 article-title: Effects of carbon black on the thermal, mechanical and electrical properties of pitch-matrix composites publication-title: Carbon doi: 10.1016/j.carbon.2004.04.005 contributor: fullname: Wen – volume: 249 start-page: 391 year: 2003 ident: 10.1016/j.conbuildmat.2010.11.082_b0040 article-title: Piezoresistivity of graphite modified asphalt concretes publication-title: Key Eng Mater doi: 10.4028/www.scientific.net/KEM.249.391 contributor: fullname: Wu – volume: 34 start-page: 545 issue: 3 year: 2010 ident: 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Snippet | ► Graphite improve electrical property but impair mechanical property of asphalt mixture. ► We study the mechanical performance and electrical property were... The mechanical and electrical properties of graphite and carbon fiber modified asphalt concrete were measured in this paper through the indirect tensile test.... |
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SubjectTerms | Analysis Asphalt Asphalt concrete Carbon fibers Concretes Construction materials Dynamic stability Electric properties Electrical conductivity Electrical property Graphite Indirect tensile test Mechanical properties Mechanical property Monitoring Self-monitoring Stability Strain Strength of materials |
Title | Study on the graphite and carbon fiber modified asphalt concrete |
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