Effect of carbon fiber additive on properties of open-graded asphalt concrete mixtures
Open graded asphalt mixes have become widespread in some countries because of its property on the drainage of runoff water, especially that one of the most important problems facing impermeable paving is how to control runoff water. In addition to its other advantages such as traffic safety (high re...
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description | Open graded asphalt mixes have become widespread in some countries because of its property on the drainage of runoff water, especially that one of the most important problems facing impermeable paving is how to control runoff water. In addition to its other advantages such as traffic safety (high resistance to skidding), reducing the ambient temperature in the city, in addition to controlling noise pollution. However, it has some disadvantages, of which low stability, high stripping, and moisture susceptibility. The research specifically aims to study the effect of carbon fiber addition on the volumetric and mechanical properties of open graded mixture and make a comparison between modified and control mixtures. One type of (12.5 mm NMAS) aggregate gradation, (40/50) penetration grade, and Portland cement filler are used for preparation the open-graded asphalt mixes. The carbon fiber is added by three percentages (0.2, 0.3, and 0.4%) by the weight of asphalt. The design of the asphaltic mixture is conducted based on the main criteria of the open graded mixes as air voids, permeability, draindown of asphalt in addition to Cantabro abrasion resistance. The optimum asphalt content was determined as 5.2%. Other properties of open-graded mixtures, such as indirect tensile strength (ITS), moisture susceptibility, Marshall stability, and flow were evaluated. Overall, the addition of carbon fiber leads to an enhancement in the characteristics of the open-graded asphalt mixes. Nevertheless, when the carbon fibers with (0.2, 0.3, and 0.4) % is added, there is an improvement in Marshall parameters means stability increasing and a decrease of flow. Also, a slight decreasing is noticed for permeability and air voids. For Cantabro abrasion loss (aging and un-aging condition), the abrasion resistance is increased by addition of carbon fiber, the drain down of asphalt is decreased from original mixture. Finally, the moisture sensitivity is improved with adding carbon indicating that modified mixes becomes more resistant to water damage. |
doi_str_mv | 10.1063/5.0140923 |
format | Conference Proceeding |
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Ibrahim</creator><contributor>Al-Khateeb, Hasan Mahdi ; Obaid, Ahmed J.</contributor><creatorcontrib>Namaa, Mohammed M. ; Qasim, Zaynab I. ; Al Helo, Karim H. Ibrahim ; Al-Khateeb, Hasan Mahdi ; Obaid, Ahmed J.</creatorcontrib><description>Open graded asphalt mixes have become widespread in some countries because of its property on the drainage of runoff water, especially that one of the most important problems facing impermeable paving is how to control runoff water. In addition to its other advantages such as traffic safety (high resistance to skidding), reducing the ambient temperature in the city, in addition to controlling noise pollution. However, it has some disadvantages, of which low stability, high stripping, and moisture susceptibility. The research specifically aims to study the effect of carbon fiber addition on the volumetric and mechanical properties of open graded mixture and make a comparison between modified and control mixtures. One type of (12.5 mm NMAS) aggregate gradation, (40/50) penetration grade, and Portland cement filler are used for preparation the open-graded asphalt mixes. The carbon fiber is added by three percentages (0.2, 0.3, and 0.4%) by the weight of asphalt. The design of the asphaltic mixture is conducted based on the main criteria of the open graded mixes as air voids, permeability, draindown of asphalt in addition to Cantabro abrasion resistance. The optimum asphalt content was determined as 5.2%. Other properties of open-graded mixtures, such as indirect tensile strength (ITS), moisture susceptibility, Marshall stability, and flow were evaluated. Overall, the addition of carbon fiber leads to an enhancement in the characteristics of the open-graded asphalt mixes. Nevertheless, when the carbon fibers with (0.2, 0.3, and 0.4) % is added, there is an improvement in Marshall parameters means stability increasing and a decrease of flow. Also, a slight decreasing is noticed for permeability and air voids. For Cantabro abrasion loss (aging and un-aging condition), the abrasion resistance is increased by addition of carbon fiber, the drain down of asphalt is decreased from original mixture. Finally, the moisture sensitivity is improved with adding carbon indicating that modified mixes becomes more resistant to water damage.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0140923</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Abrasion resistance ; Aggregate gradation ; Ambient temperature ; Asphalt ; Asphalt mixes ; Bituminous cements ; Carbon fibers ; Flow stability ; High resistance ; Mechanical properties ; Moisture effects ; Noise pollution ; Permeability ; Portland cements ; Runoff ; Skid resistance ; Skidding ; Stability analysis ; Tensile strength ; Water damage ; Water resistance</subject><ispartof>AIP Conference Proceedings, 2023, Vol.2775 (1)</ispartof><rights>Author(s)</rights><rights>2023 Author(s). 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Ibrahim</creatorcontrib><title>Effect of carbon fiber additive on properties of open-graded asphalt concrete mixtures</title><title>AIP Conference Proceedings</title><description>Open graded asphalt mixes have become widespread in some countries because of its property on the drainage of runoff water, especially that one of the most important problems facing impermeable paving is how to control runoff water. In addition to its other advantages such as traffic safety (high resistance to skidding), reducing the ambient temperature in the city, in addition to controlling noise pollution. However, it has some disadvantages, of which low stability, high stripping, and moisture susceptibility. The research specifically aims to study the effect of carbon fiber addition on the volumetric and mechanical properties of open graded mixture and make a comparison between modified and control mixtures. One type of (12.5 mm NMAS) aggregate gradation, (40/50) penetration grade, and Portland cement filler are used for preparation the open-graded asphalt mixes. The carbon fiber is added by three percentages (0.2, 0.3, and 0.4%) by the weight of asphalt. The design of the asphaltic mixture is conducted based on the main criteria of the open graded mixes as air voids, permeability, draindown of asphalt in addition to Cantabro abrasion resistance. The optimum asphalt content was determined as 5.2%. Other properties of open-graded mixtures, such as indirect tensile strength (ITS), moisture susceptibility, Marshall stability, and flow were evaluated. Overall, the addition of carbon fiber leads to an enhancement in the characteristics of the open-graded asphalt mixes. Nevertheless, when the carbon fibers with (0.2, 0.3, and 0.4) % is added, there is an improvement in Marshall parameters means stability increasing and a decrease of flow. Also, a slight decreasing is noticed for permeability and air voids. For Cantabro abrasion loss (aging and un-aging condition), the abrasion resistance is increased by addition of carbon fiber, the drain down of asphalt is decreased from original mixture. Finally, the moisture sensitivity is improved with adding carbon indicating that modified mixes becomes more resistant to water damage.</description><subject>Abrasion resistance</subject><subject>Aggregate gradation</subject><subject>Ambient temperature</subject><subject>Asphalt</subject><subject>Asphalt mixes</subject><subject>Bituminous cements</subject><subject>Carbon fibers</subject><subject>Flow stability</subject><subject>High resistance</subject><subject>Mechanical properties</subject><subject>Moisture effects</subject><subject>Noise pollution</subject><subject>Permeability</subject><subject>Portland cements</subject><subject>Runoff</subject><subject>Skid resistance</subject><subject>Skidding</subject><subject>Stability analysis</subject><subject>Tensile strength</subject><subject>Water damage</subject><subject>Water resistance</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2023</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotkEtLAzEUhYMoWKsL_0HAnTA178dSSn1AwU0RdyGZJJrSzoxJKvrvnaFd3cPl45zDAeAWowVGgj7wBcIMaULPwAxzjhspsDgHM4Q0awijH5fgqpQtQkRLqWbgfRVjaCvsI2xtdn0HY3IhQ-t9quknwPEz5H4IuaZQJmzUXfOZrQ8e2jJ82V2Fbd-1OdQA9-m3HnIo1-Ai2l0JN6c7B5un1Wb50qzfnl-Xj-tm0EI3LlKsIvKOKEYE0zQSRrCUUgjEfRDUShc98p5zpJ2iyvmgmHQ80pEhLZ2Du6PtWPH7EEo12_6QuzHRTJYEEarYSN0fqdKmamvqOzPktLf5z2BkptkMN6fZ6D9OI16h</recordid><startdate>20230726</startdate><enddate>20230726</enddate><creator>Namaa, Mohammed M.</creator><creator>Qasim, Zaynab I.</creator><creator>Al Helo, Karim H. Ibrahim</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20230726</creationdate><title>Effect of carbon fiber additive on properties of open-graded asphalt concrete mixtures</title><author>Namaa, Mohammed M. ; Qasim, Zaynab I. ; Al Helo, Karim H. Ibrahim</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p969-bf318f0db28426493f24217776605de63a7bfd0dd5509b838bde847b5f37762c3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Abrasion resistance</topic><topic>Aggregate gradation</topic><topic>Ambient temperature</topic><topic>Asphalt</topic><topic>Asphalt mixes</topic><topic>Bituminous cements</topic><topic>Carbon fibers</topic><topic>Flow stability</topic><topic>High resistance</topic><topic>Mechanical properties</topic><topic>Moisture effects</topic><topic>Noise pollution</topic><topic>Permeability</topic><topic>Portland cements</topic><topic>Runoff</topic><topic>Skid resistance</topic><topic>Skidding</topic><topic>Stability analysis</topic><topic>Tensile strength</topic><topic>Water damage</topic><topic>Water resistance</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Namaa, Mohammed M.</creatorcontrib><creatorcontrib>Qasim, Zaynab I.</creatorcontrib><creatorcontrib>Al Helo, Karim H. Ibrahim</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Namaa, Mohammed M.</au><au>Qasim, Zaynab I.</au><au>Al Helo, Karim H. Ibrahim</au><au>Al-Khateeb, Hasan Mahdi</au><au>Obaid, Ahmed J.</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Effect of carbon fiber additive on properties of open-graded asphalt concrete mixtures</atitle><btitle>AIP Conference Proceedings</btitle><date>2023-07-26</date><risdate>2023</risdate><volume>2775</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>Open graded asphalt mixes have become widespread in some countries because of its property on the drainage of runoff water, especially that one of the most important problems facing impermeable paving is how to control runoff water. In addition to its other advantages such as traffic safety (high resistance to skidding), reducing the ambient temperature in the city, in addition to controlling noise pollution. However, it has some disadvantages, of which low stability, high stripping, and moisture susceptibility. The research specifically aims to study the effect of carbon fiber addition on the volumetric and mechanical properties of open graded mixture and make a comparison between modified and control mixtures. One type of (12.5 mm NMAS) aggregate gradation, (40/50) penetration grade, and Portland cement filler are used for preparation the open-graded asphalt mixes. The carbon fiber is added by three percentages (0.2, 0.3, and 0.4%) by the weight of asphalt. The design of the asphaltic mixture is conducted based on the main criteria of the open graded mixes as air voids, permeability, draindown of asphalt in addition to Cantabro abrasion resistance. The optimum asphalt content was determined as 5.2%. Other properties of open-graded mixtures, such as indirect tensile strength (ITS), moisture susceptibility, Marshall stability, and flow were evaluated. Overall, the addition of carbon fiber leads to an enhancement in the characteristics of the open-graded asphalt mixes. Nevertheless, when the carbon fibers with (0.2, 0.3, and 0.4) % is added, there is an improvement in Marshall parameters means stability increasing and a decrease of flow. Also, a slight decreasing is noticed for permeability and air voids. For Cantabro abrasion loss (aging and un-aging condition), the abrasion resistance is increased by addition of carbon fiber, the drain down of asphalt is decreased from original mixture. Finally, the moisture sensitivity is improved with adding carbon indicating that modified mixes becomes more resistant to water damage.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0140923</doi><tpages>13</tpages></addata></record> |
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source | AIP Journals Complete |
subjects | Abrasion resistance Aggregate gradation Ambient temperature Asphalt Asphalt mixes Bituminous cements Carbon fibers Flow stability High resistance Mechanical properties Moisture effects Noise pollution Permeability Portland cements Runoff Skid resistance Skidding Stability analysis Tensile strength Water damage Water resistance |
title | Effect of carbon fiber additive on properties of open-graded asphalt concrete mixtures |
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