Investigating the high-temperature performance and activation energy of carbon black-modified asphalt binder
This study set out to evaluate the influence of carbon black (CB) on the rheological properties and activation energy of asphalt binder at high service temperatures. The rheological performance of virgin and modified asphalt binders are investigated using three evaluation approaches: (1) Superpave s...
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| Veröffentlicht in: | SN applied sciences 2020-02, Vol.2 (2), p.303, Article 303 |
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| creator | Notani, Mohammad Ali Arabzadeh, Ali Satvati, Sajjad Tarighati Tabesh, Mahmood Ghafari Hashjin, Navid Estakhri, Shahriar Alizadeh, Masoud |
| description | This study set out to evaluate the influence of carbon black (CB) on the rheological properties and activation energy of asphalt binder at high service temperatures. The rheological performance of virgin and modified asphalt binders are investigated using three evaluation approaches: (1) Superpave specification parameter (
G
*/sin
δ
), (2) multiple stress creep recovery (MSCR) test, and (3) interaction model for computing zero shear viscosity (ZSV). Moreover, the Arrhenius model was used to quantify the activation energy (
E
f
) of virgin and CB-modified asphalt binders. The result of this study reveals that modifying asphalt binder with up to 10% of CB, by weight of the total asphalt binder, enhances the elastic behavior (
R
%) and decreases the non-recoverable creep compliance (
J
nr
) of asphalt binder at high temperatures. Moreover, according to this study, the ZSV index can describe successfully rutting resistance of asphalt binder when compared with MSCR and Superpave rutting specification parameter. Besides, it was indicated that CB-modified asphalt binder has a high fluid resistance as more thermal energy was required for overcoming intermolecular force between molecules. |
| doi_str_mv | 10.1007/s42452-020-2102-z |
| format | Article |
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G
*/sin
δ
), (2) multiple stress creep recovery (MSCR) test, and (3) interaction model for computing zero shear viscosity (ZSV). Moreover, the Arrhenius model was used to quantify the activation energy (
E
f
) of virgin and CB-modified asphalt binders. The result of this study reveals that modifying asphalt binder with up to 10% of CB, by weight of the total asphalt binder, enhances the elastic behavior (
R
%) and decreases the non-recoverable creep compliance (
J
nr
) of asphalt binder at high temperatures. Moreover, according to this study, the ZSV index can describe successfully rutting resistance of asphalt binder when compared with MSCR and Superpave rutting specification parameter. Besides, it was indicated that CB-modified asphalt binder has a high fluid resistance as more thermal energy was required for overcoming intermolecular force between molecules.</description><identifier>ISSN: 2523-3963</identifier><identifier>EISSN: 2523-3971</identifier><identifier>DOI: 10.1007/s42452-020-2102-z</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Activation energy ; Applied and Technical Physics ; Asphalt ; Asphalt pavements ; Atoms & subatomic particles ; Binders ; Binders (materials) ; Black carbon ; Carbon ; Carbon black ; Chemistry/Food Science ; Creep recovery ; Deformation ; Earth Sciences ; Engineering ; Environment ; Heat resistance ; High temperature ; Hydrocarbons ; Interaction models ; Interdisciplinary: Mechanical Properties of Advanced Materials ; Intermolecular forces ; Investigations ; Materials Science ; Mathematical models ; Mechanical properties ; Modulus of elasticity ; Parameter modification ; Physical properties ; Polymers ; Research Article ; Rheological properties ; Rheology ; Shear viscosity ; Specifications ; Temperature ; Test methods ; Thermal energy ; Thermal resistance ; Thermal stability ; Viscoelasticity ; Viscosity</subject><ispartof>SN applied sciences, 2020-02, Vol.2 (2), p.303, Article 303</ispartof><rights>Springer Nature Switzerland AG 2020</rights><rights>Springer Nature Switzerland AG 2020.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c359t-225a7d140a384871cddbccf0c4ddc0fe12c192a9012bc320e152c57aa36e259b3</citedby><cites>FETCH-LOGICAL-c359t-225a7d140a384871cddbccf0c4ddc0fe12c192a9012bc320e152c57aa36e259b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Notani, Mohammad Ali</creatorcontrib><creatorcontrib>Arabzadeh, Ali</creatorcontrib><creatorcontrib>Satvati, Sajjad</creatorcontrib><creatorcontrib>Tarighati Tabesh, Mahmood</creatorcontrib><creatorcontrib>Ghafari Hashjin, Navid</creatorcontrib><creatorcontrib>Estakhri, Shahriar</creatorcontrib><creatorcontrib>Alizadeh, Masoud</creatorcontrib><title>Investigating the high-temperature performance and activation energy of carbon black-modified asphalt binder</title><title>SN applied sciences</title><addtitle>SN Appl. Sci</addtitle><description>This study set out to evaluate the influence of carbon black (CB) on the rheological properties and activation energy of asphalt binder at high service temperatures. The rheological performance of virgin and modified asphalt binders are investigated using three evaluation approaches: (1) Superpave specification parameter (
G
*/sin
δ
), (2) multiple stress creep recovery (MSCR) test, and (3) interaction model for computing zero shear viscosity (ZSV). Moreover, the Arrhenius model was used to quantify the activation energy (
E
f
) of virgin and CB-modified asphalt binders. The result of this study reveals that modifying asphalt binder with up to 10% of CB, by weight of the total asphalt binder, enhances the elastic behavior (
R
%) and decreases the non-recoverable creep compliance (
J
nr
) of asphalt binder at high temperatures. Moreover, according to this study, the ZSV index can describe successfully rutting resistance of asphalt binder when compared with MSCR and Superpave rutting specification parameter. Besides, it was indicated that CB-modified asphalt binder has a high fluid resistance as more thermal energy was required for overcoming intermolecular force between molecules.</description><subject>Activation energy</subject><subject>Applied and Technical Physics</subject><subject>Asphalt</subject><subject>Asphalt pavements</subject><subject>Atoms & subatomic particles</subject><subject>Binders</subject><subject>Binders (materials)</subject><subject>Black carbon</subject><subject>Carbon</subject><subject>Carbon black</subject><subject>Chemistry/Food Science</subject><subject>Creep recovery</subject><subject>Deformation</subject><subject>Earth Sciences</subject><subject>Engineering</subject><subject>Environment</subject><subject>Heat resistance</subject><subject>High temperature</subject><subject>Hydrocarbons</subject><subject>Interaction models</subject><subject>Interdisciplinary: Mechanical Properties of Advanced Materials</subject><subject>Intermolecular forces</subject><subject>Investigations</subject><subject>Materials Science</subject><subject>Mathematical models</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Parameter modification</subject><subject>Physical properties</subject><subject>Polymers</subject><subject>Research Article</subject><subject>Rheological properties</subject><subject>Rheology</subject><subject>Shear viscosity</subject><subject>Specifications</subject><subject>Temperature</subject><subject>Test methods</subject><subject>Thermal energy</subject><subject>Thermal resistance</subject><subject>Thermal stability</subject><subject>Viscoelasticity</subject><subject>Viscosity</subject><issn>2523-3963</issn><issn>2523-3971</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kF9LwzAUxYMoOOY-gG8Bn6PJTbO0jzL8Mxj4os8hTdM2s01r0g22T2_GRJ98uofL75zLPQjdMnrPKJUPMYNMAKFACTAK5HiBZiCAE15Idvmrl_waLWLcUkpBFjzL-Qx1a7-3cXKNnpxv8NRa3LqmJZPtRxv0tAsWJ1EPodfeWKx9hbWZ3D7xg8fW29Ac8FBjo0OZFmWnzSfph8rVziY0jq3uJlw6X9lwg65q3UW7-Jlz9PH89L56JZu3l_XqcUMMF8VEAISWFcuo5nmWS2aqqjSmpiarKkNry8CwAnRBGZSGA7VMgBFSa760IIqSz9HdOXcMw9cuvae2wy74dFKBzPMsk0tRJIqdKROGGIOt1Rhcr8NBMapOvapzryr1qk69qmPywNkTE-sbG_6S_zd9A7utfRQ</recordid><startdate>20200201</startdate><enddate>20200201</enddate><creator>Notani, Mohammad Ali</creator><creator>Arabzadeh, Ali</creator><creator>Satvati, Sajjad</creator><creator>Tarighati Tabesh, Mahmood</creator><creator>Ghafari Hashjin, Navid</creator><creator>Estakhri, Shahriar</creator><creator>Alizadeh, Masoud</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20200201</creationdate><title>Investigating the high-temperature performance and activation energy of carbon black-modified asphalt binder</title><author>Notani, Mohammad Ali ; Arabzadeh, Ali ; Satvati, Sajjad ; Tarighati Tabesh, Mahmood ; Ghafari Hashjin, Navid ; Estakhri, Shahriar ; Alizadeh, Masoud</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c359t-225a7d140a384871cddbccf0c4ddc0fe12c192a9012bc320e152c57aa36e259b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Activation energy</topic><topic>Applied and Technical Physics</topic><topic>Asphalt</topic><topic>Asphalt pavements</topic><topic>Atoms & subatomic particles</topic><topic>Binders</topic><topic>Binders (materials)</topic><topic>Black carbon</topic><topic>Carbon</topic><topic>Carbon black</topic><topic>Chemistry/Food Science</topic><topic>Creep recovery</topic><topic>Deformation</topic><topic>Earth Sciences</topic><topic>Engineering</topic><topic>Environment</topic><topic>Heat resistance</topic><topic>High temperature</topic><topic>Hydrocarbons</topic><topic>Interaction models</topic><topic>Interdisciplinary: Mechanical Properties of Advanced Materials</topic><topic>Intermolecular forces</topic><topic>Investigations</topic><topic>Materials Science</topic><topic>Mathematical models</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Parameter modification</topic><topic>Physical properties</topic><topic>Polymers</topic><topic>Research Article</topic><topic>Rheological properties</topic><topic>Rheology</topic><topic>Shear viscosity</topic><topic>Specifications</topic><topic>Temperature</topic><topic>Test methods</topic><topic>Thermal energy</topic><topic>Thermal resistance</topic><topic>Thermal stability</topic><topic>Viscoelasticity</topic><topic>Viscosity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Notani, Mohammad Ali</creatorcontrib><creatorcontrib>Arabzadeh, Ali</creatorcontrib><creatorcontrib>Satvati, Sajjad</creatorcontrib><creatorcontrib>Tarighati Tabesh, Mahmood</creatorcontrib><creatorcontrib>Ghafari Hashjin, Navid</creatorcontrib><creatorcontrib>Estakhri, Shahriar</creatorcontrib><creatorcontrib>Alizadeh, Masoud</creatorcontrib><collection>CrossRef</collection><jtitle>SN applied sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Notani, Mohammad Ali</au><au>Arabzadeh, Ali</au><au>Satvati, Sajjad</au><au>Tarighati Tabesh, Mahmood</au><au>Ghafari Hashjin, Navid</au><au>Estakhri, Shahriar</au><au>Alizadeh, Masoud</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Investigating the high-temperature performance and activation energy of carbon black-modified asphalt binder</atitle><jtitle>SN applied sciences</jtitle><stitle>SN Appl. Sci</stitle><date>2020-02-01</date><risdate>2020</risdate><volume>2</volume><issue>2</issue><spage>303</spage><pages>303-</pages><artnum>303</artnum><issn>2523-3963</issn><eissn>2523-3971</eissn><abstract>This study set out to evaluate the influence of carbon black (CB) on the rheological properties and activation energy of asphalt binder at high service temperatures. The rheological performance of virgin and modified asphalt binders are investigated using three evaluation approaches: (1) Superpave specification parameter (
G
*/sin
δ
), (2) multiple stress creep recovery (MSCR) test, and (3) interaction model for computing zero shear viscosity (ZSV). Moreover, the Arrhenius model was used to quantify the activation energy (
E
f
) of virgin and CB-modified asphalt binders. The result of this study reveals that modifying asphalt binder with up to 10% of CB, by weight of the total asphalt binder, enhances the elastic behavior (
R
%) and decreases the non-recoverable creep compliance (
J
nr
) of asphalt binder at high temperatures. Moreover, according to this study, the ZSV index can describe successfully rutting resistance of asphalt binder when compared with MSCR and Superpave rutting specification parameter. Besides, it was indicated that CB-modified asphalt binder has a high fluid resistance as more thermal energy was required for overcoming intermolecular force between molecules.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s42452-020-2102-z</doi><oa>free_for_read</oa></addata></record> |
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| subjects | Activation energy Applied and Technical Physics Asphalt Asphalt pavements Atoms & subatomic particles Binders Binders (materials) Black carbon Carbon Carbon black Chemistry/Food Science Creep recovery Deformation Earth Sciences Engineering Environment Heat resistance High temperature Hydrocarbons Interaction models Interdisciplinary: Mechanical Properties of Advanced Materials Intermolecular forces Investigations Materials Science Mathematical models Mechanical properties Modulus of elasticity Parameter modification Physical properties Polymers Research Article Rheological properties Rheology Shear viscosity Specifications Temperature Test methods Thermal energy Thermal resistance Thermal stability Viscoelasticity Viscosity |
| title | Investigating the high-temperature performance and activation energy of carbon black-modified asphalt binder |
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