Interfacial thickness and interaction between asphalt and mineral fillers
In order to improve the road performance of asphalt mixture, interfacial structure and interaction of asphalt mastic which is the most important component of asphalt mixture were studied. The interface thicknesses of asphalt mastics were calculated by the specific heat value changes in glass transit...
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| Veröffentlicht in: | Materials and structures 2014-04, Vol.47 (4), p.605-614 |
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| creator | Tan, Yiqiu Guo, Meng |
| description | In order to improve the road performance of asphalt mixture, interfacial structure and interaction of asphalt mastic which is the most important component of asphalt mixture were studied. The interface thicknesses of asphalt mastics were calculated by the specific heat value changes in glass transition. The critical volume fractions of asphalt mastics were determined for each asphalt-filler combination using a simple two-point projection technique based on the reciprocal relative creep compliance. The interface interaction parameter was proposed based on modified Palierne emulsion model, and its effect factors were analyzed. The results show that the interface layer between asphalt and filler is nanoscale, which becomes thicker with the increasing of filler volume fraction, and granite filler has the thickest interface layer. The higher the temperature is, the smaller the critical volume fraction is. When the temperature is lower than 45 °C, the critical volume fractions ranking of asphalt mastics is as follows: limestone > andesite > granite. When the temperature is higher than 45 °C, the distinction of critical volume fraction is not obvious.
B
value can represent interaction between asphalt and filler exactly. The interface interaction ranking between asphalt and different fillers is as follows: granite > andesite > limestone. The higher the temperature is (or the more fine the filler is), the stronger the interface interaction is. |
| doi_str_mv | 10.1617/s11527-013-0083-8 |
| format | Article |
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B
value can represent interaction between asphalt and filler exactly. The interface interaction ranking between asphalt and different fillers is as follows: granite > andesite > limestone. The higher the temperature is (or the more fine the filler is), the stronger the interface interaction is.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-013-0083-8</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Andesite ; Applied sciences ; Asphalt ; Bitumen. Tars. Bituminous binders and bituminous concretes ; Building construction ; Building Materials ; Buildings. Public works ; Civil Engineering ; Engineering ; Exact sciences and technology ; Fillers ; Granite ; Machines ; Manufacturing ; Materials ; Materials Science ; Mathematical models ; Nanostructure ; Original Article ; Processes ; Ranking ; Solid Mechanics ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. Stresses ; Theoretical and Applied Mechanics ; Volume fraction</subject><ispartof>Materials and structures, 2014-04, Vol.47 (4), p.605-614</ispartof><rights>RILEM 2013</rights><rights>2015 INIST-CNRS</rights><rights>RILEM 2014</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c379t-8871d52f41af2e38c6e0a4d483ae4c6ff188eb9c9c8b86da9cec7ce2255b75e33</citedby><cites>FETCH-LOGICAL-c379t-8871d52f41af2e38c6e0a4d483ae4c6ff188eb9c9c8b86da9cec7ce2255b75e33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1617/s11527-013-0083-8$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-013-0083-8$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28616290$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Tan, Yiqiu</creatorcontrib><creatorcontrib>Guo, Meng</creatorcontrib><title>Interfacial thickness and interaction between asphalt and mineral fillers</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>In order to improve the road performance of asphalt mixture, interfacial structure and interaction of asphalt mastic which is the most important component of asphalt mixture were studied. The interface thicknesses of asphalt mastics were calculated by the specific heat value changes in glass transition. The critical volume fractions of asphalt mastics were determined for each asphalt-filler combination using a simple two-point projection technique based on the reciprocal relative creep compliance. The interface interaction parameter was proposed based on modified Palierne emulsion model, and its effect factors were analyzed. The results show that the interface layer between asphalt and filler is nanoscale, which becomes thicker with the increasing of filler volume fraction, and granite filler has the thickest interface layer. The higher the temperature is, the smaller the critical volume fraction is. When the temperature is lower than 45 °C, the critical volume fractions ranking of asphalt mastics is as follows: limestone > andesite > granite. When the temperature is higher than 45 °C, the distinction of critical volume fraction is not obvious.
B
value can represent interaction between asphalt and filler exactly. The interface interaction ranking between asphalt and different fillers is as follows: granite > andesite > limestone. The higher the temperature is (or the more fine the filler is), the stronger the interface interaction is.</description><subject>Andesite</subject><subject>Applied sciences</subject><subject>Asphalt</subject><subject>Bitumen. Tars. Bituminous binders and bituminous concretes</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Engineering</subject><subject>Exact sciences and technology</subject><subject>Fillers</subject><subject>Granite</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials</subject><subject>Materials Science</subject><subject>Mathematical models</subject><subject>Nanostructure</subject><subject>Original Article</subject><subject>Processes</subject><subject>Ranking</subject><subject>Solid Mechanics</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. 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Tars. Bituminous binders and bituminous concretes</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Engineering</topic><topic>Exact sciences and technology</topic><topic>Fillers</topic><topic>Granite</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials</topic><topic>Materials Science</topic><topic>Mathematical models</topic><topic>Nanostructure</topic><topic>Original Article</topic><topic>Processes</topic><topic>Ranking</topic><topic>Solid Mechanics</topic><topic>Strength of materials (elasticity, plasticity, buckling, etc.)</topic><topic>Structural analysis. Stresses</topic><topic>Theoretical and Applied Mechanics</topic><topic>Volume fraction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tan, Yiqiu</creatorcontrib><creatorcontrib>Guo, Meng</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</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 UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tan, Yiqiu</au><au>Guo, Meng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Interfacial thickness and interaction between asphalt and mineral fillers</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2014-04-01</date><risdate>2014</risdate><volume>47</volume><issue>4</issue><spage>605</spage><epage>614</epage><pages>605-614</pages><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>In order to improve the road performance of asphalt mixture, interfacial structure and interaction of asphalt mastic which is the most important component of asphalt mixture were studied. The interface thicknesses of asphalt mastics were calculated by the specific heat value changes in glass transition. The critical volume fractions of asphalt mastics were determined for each asphalt-filler combination using a simple two-point projection technique based on the reciprocal relative creep compliance. The interface interaction parameter was proposed based on modified Palierne emulsion model, and its effect factors were analyzed. The results show that the interface layer between asphalt and filler is nanoscale, which becomes thicker with the increasing of filler volume fraction, and granite filler has the thickest interface layer. The higher the temperature is, the smaller the critical volume fraction is. When the temperature is lower than 45 °C, the critical volume fractions ranking of asphalt mastics is as follows: limestone > andesite > granite. When the temperature is higher than 45 °C, the distinction of critical volume fraction is not obvious.
B
value can represent interaction between asphalt and filler exactly. The interface interaction ranking between asphalt and different fillers is as follows: granite > andesite > limestone. The higher the temperature is (or the more fine the filler is), the stronger the interface interaction is.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-013-0083-8</doi><tpages>10</tpages></addata></record> |
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| source | Springer Nature - Complete Springer Journals |
| subjects | Andesite Applied sciences Asphalt Bitumen. Tars. Bituminous binders and bituminous concretes Building construction Building Materials Buildings. Public works Civil Engineering Engineering Exact sciences and technology Fillers Granite Machines Manufacturing Materials Materials Science Mathematical models Nanostructure Original Article Processes Ranking Solid Mechanics Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses Theoretical and Applied Mechanics Volume fraction |
| title | Interfacial thickness and interaction between asphalt and mineral fillers |
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