Comparative study on the deformation behaviors of cement emulsified asphalt mortars
This study investigates the deformation behaviors of cement emulsified asphalt composite materials (CEACM) with varied cement content. Repeated creep test is implemented to measure the evolution of accumulated strains ( γ acc ) with accumulated creep time. Burgers model and piecewise curve fitting a...
Gespeichert in:
| Veröffentlicht in: | Materials and structures 2015-10, Vol.48 (10), p.3241-3247 |
|---|---|
| Hauptverfasser: | , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 3247 |
|---|---|
| container_issue | 10 |
| container_start_page | 3241 |
| container_title | Materials and structures |
| container_volume | 48 |
| creator | Qin, Xian-tao Zhu, Si-yue Chen, Shuan-fa Li, Xin Dou, Huai-bing |
| description | This study investigates the deformation behaviors of cement emulsified asphalt composite materials (CEACM) with varied cement content. Repeated creep test is implemented to measure the evolution of accumulated strains (
γ
acc
) with accumulated creep time. Burgers model and piecewise curve fitting are used to obtain the viscous component of creep stiffness (
G
v
) and creep compliance. The strain–time curves show that the
γ
acc
decrease significantly and creep-recovery ratios increase gradually with the increase of C/A. The analysis of
G
v
and creep compliance illustrates that the
G
v
of CEACM increase by orders of magnitude. A cement asphalt ration (C/A) of 1.0 maximizes the elastic component. Incidentally, for C/A is 1.2, the CEACM demonstrate remarkably rigid behavior. |
| doi_str_mv | 10.1617/s11527-014-0394-4 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1744704472</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1744704472</sourcerecordid><originalsourceid>FETCH-LOGICAL-c349t-cc9de24b64cd559d3cc382d82080391e84c3bac3d5b5c5441f6ae44a0d26f43</originalsourceid><addsrcrecordid>eNp1kMtLxDAQxosouD7-AG8BL16iefZxlMUXLHhY7yFNpm6XtqlJurD_vSn1IIKHYWaY33x8fFl2Q8k9zWnxECiVrMCECkx4JbA4yVa0LCjOy4KfppnLCsuqKs6zixD2JEGUslW2Xbt-1F7H9gAoxMkekRtQ3AGy0Djfp0Paa9jpQ-t8QK5BBnoYIoJ-6kLbtGCRDuNOdxH1zkftw1V21uguwPVPv8y2z08f61e8eX95Wz9usOGiitiYygITdS6MlbKy3BheMlsyUs7uoBSG19pwK2tppBC0yTUIoYlleSP4ZXa3qI7efU0QourbYKDr9ABuCooWQhQkFUvo7R907yY_JG-JSkgpREUTRRfKeBeCh0aNvu21PypK1ByyWkJWKWQ1h6xmE2z5CYkdPsH_Uv736Ruyfn_S</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1704484491</pqid></control><display><type>article</type><title>Comparative study on the deformation behaviors of cement emulsified asphalt mortars</title><source>Springer Nature - Complete Springer Journals</source><creator>Qin, Xian-tao ; Zhu, Si-yue ; Chen, Shuan-fa ; Li, Xin ; Dou, Huai-bing</creator><creatorcontrib>Qin, Xian-tao ; Zhu, Si-yue ; Chen, Shuan-fa ; Li, Xin ; Dou, Huai-bing</creatorcontrib><description>This study investigates the deformation behaviors of cement emulsified asphalt composite materials (CEACM) with varied cement content. Repeated creep test is implemented to measure the evolution of accumulated strains (
γ
acc
) with accumulated creep time. Burgers model and piecewise curve fitting are used to obtain the viscous component of creep stiffness (
G
v
) and creep compliance. The strain–time curves show that the
γ
acc
decrease significantly and creep-recovery ratios increase gradually with the increase of C/A. The analysis of
G
v
and creep compliance illustrates that the
G
v
of CEACM increase by orders of magnitude. A cement asphalt ration (C/A) of 1.0 maximizes the elastic component. Incidentally, for C/A is 1.2, the CEACM demonstrate remarkably rigid behavior.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-014-0394-4</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Asphalt ; Building construction ; Building Materials ; Cements ; Civil Engineering ; Creep (materials) ; Deformation ; Emulsification ; Engineering ; Evolution ; Machines ; Manufacturing ; Materials Science ; Mortars ; Original Article ; Processes ; Solid Mechanics ; Texts ; Theoretical and Applied Mechanics</subject><ispartof>Materials and structures, 2015-10, Vol.48 (10), p.3241-3247</ispartof><rights>RILEM 2014</rights><rights>RILEM 2015</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c349t-cc9de24b64cd559d3cc382d82080391e84c3bac3d5b5c5441f6ae44a0d26f43</citedby><cites>FETCH-LOGICAL-c349t-cc9de24b64cd559d3cc382d82080391e84c3bac3d5b5c5441f6ae44a0d26f43</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/s11527-014-0394-4$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-014-0394-4$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,778,782,27907,27908,41471,42540,51302</link.rule.ids></links><search><creatorcontrib>Qin, Xian-tao</creatorcontrib><creatorcontrib>Zhu, Si-yue</creatorcontrib><creatorcontrib>Chen, Shuan-fa</creatorcontrib><creatorcontrib>Li, Xin</creatorcontrib><creatorcontrib>Dou, Huai-bing</creatorcontrib><title>Comparative study on the deformation behaviors of cement emulsified asphalt mortars</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>This study investigates the deformation behaviors of cement emulsified asphalt composite materials (CEACM) with varied cement content. Repeated creep test is implemented to measure the evolution of accumulated strains (
γ
acc
) with accumulated creep time. Burgers model and piecewise curve fitting are used to obtain the viscous component of creep stiffness (
G
v
) and creep compliance. The strain–time curves show that the
γ
acc
decrease significantly and creep-recovery ratios increase gradually with the increase of C/A. The analysis of
G
v
and creep compliance illustrates that the
G
v
of CEACM increase by orders of magnitude. A cement asphalt ration (C/A) of 1.0 maximizes the elastic component. Incidentally, for C/A is 1.2, the CEACM demonstrate remarkably rigid behavior.</description><subject>Asphalt</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Cements</subject><subject>Civil Engineering</subject><subject>Creep (materials)</subject><subject>Deformation</subject><subject>Emulsification</subject><subject>Engineering</subject><subject>Evolution</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials Science</subject><subject>Mortars</subject><subject>Original Article</subject><subject>Processes</subject><subject>Solid Mechanics</subject><subject>Texts</subject><subject>Theoretical and Applied Mechanics</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kMtLxDAQxosouD7-AG8BL16iefZxlMUXLHhY7yFNpm6XtqlJurD_vSn1IIKHYWaY33x8fFl2Q8k9zWnxECiVrMCECkx4JbA4yVa0LCjOy4KfppnLCsuqKs6zixD2JEGUslW2Xbt-1F7H9gAoxMkekRtQ3AGy0Djfp0Paa9jpQ-t8QK5BBnoYIoJ-6kLbtGCRDuNOdxH1zkftw1V21uguwPVPv8y2z08f61e8eX95Wz9usOGiitiYygITdS6MlbKy3BheMlsyUs7uoBSG19pwK2tppBC0yTUIoYlleSP4ZXa3qI7efU0QourbYKDr9ABuCooWQhQkFUvo7R907yY_JG-JSkgpREUTRRfKeBeCh0aNvu21PypK1ByyWkJWKWQ1h6xmE2z5CYkdPsH_Uv736Ruyfn_S</recordid><startdate>20151001</startdate><enddate>20151001</enddate><creator>Qin, Xian-tao</creator><creator>Zhu, Si-yue</creator><creator>Chen, Shuan-fa</creator><creator>Li, Xin</creator><creator>Dou, Huai-bing</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7QQ</scope></search><sort><creationdate>20151001</creationdate><title>Comparative study on the deformation behaviors of cement emulsified asphalt mortars</title><author>Qin, Xian-tao ; Zhu, Si-yue ; Chen, Shuan-fa ; Li, Xin ; Dou, Huai-bing</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c349t-cc9de24b64cd559d3cc382d82080391e84c3bac3d5b5c5441f6ae44a0d26f43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Asphalt</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Cements</topic><topic>Civil Engineering</topic><topic>Creep (materials)</topic><topic>Deformation</topic><topic>Emulsification</topic><topic>Engineering</topic><topic>Evolution</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials Science</topic><topic>Mortars</topic><topic>Original Article</topic><topic>Processes</topic><topic>Solid Mechanics</topic><topic>Texts</topic><topic>Theoretical and Applied Mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Qin, Xian-tao</creatorcontrib><creatorcontrib>Zhu, Si-yue</creatorcontrib><creatorcontrib>Chen, Shuan-fa</creatorcontrib><creatorcontrib>Li, Xin</creatorcontrib><creatorcontrib>Dou, Huai-bing</creatorcontrib><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 (ProQuest)</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><collection>ProQuest Central China</collection><collection>Ceramic Abstracts</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Qin, Xian-tao</au><au>Zhu, Si-yue</au><au>Chen, Shuan-fa</au><au>Li, Xin</au><au>Dou, Huai-bing</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Comparative study on the deformation behaviors of cement emulsified asphalt mortars</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2015-10-01</date><risdate>2015</risdate><volume>48</volume><issue>10</issue><spage>3241</spage><epage>3247</epage><pages>3241-3247</pages><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>This study investigates the deformation behaviors of cement emulsified asphalt composite materials (CEACM) with varied cement content. Repeated creep test is implemented to measure the evolution of accumulated strains (
γ
acc
) with accumulated creep time. Burgers model and piecewise curve fitting are used to obtain the viscous component of creep stiffness (
G
v
) and creep compliance. The strain–time curves show that the
γ
acc
decrease significantly and creep-recovery ratios increase gradually with the increase of C/A. The analysis of
G
v
and creep compliance illustrates that the
G
v
of CEACM increase by orders of magnitude. A cement asphalt ration (C/A) of 1.0 maximizes the elastic component. Incidentally, for C/A is 1.2, the CEACM demonstrate remarkably rigid behavior.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-014-0394-4</doi><tpages>7</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1359-5997 |
| ispartof | Materials and structures, 2015-10, Vol.48 (10), p.3241-3247 |
| issn | 1359-5997 1871-6873 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1744704472 |
| source | Springer Nature - Complete Springer Journals |
| subjects | Asphalt Building construction Building Materials Cements Civil Engineering Creep (materials) Deformation Emulsification Engineering Evolution Machines Manufacturing Materials Science Mortars Original Article Processes Solid Mechanics Texts Theoretical and Applied Mechanics |
| title | Comparative study on the deformation behaviors of cement emulsified asphalt mortars |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-16T06%3A41%3A49IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Comparative%20study%20on%20the%20deformation%20behaviors%20of%20cement%20emulsified%20asphalt%20mortars&rft.jtitle=Materials%20and%20structures&rft.au=Qin,%20Xian-tao&rft.date=2015-10-01&rft.volume=48&rft.issue=10&rft.spage=3241&rft.epage=3247&rft.pages=3241-3247&rft.issn=1359-5997&rft.eissn=1871-6873&rft_id=info:doi/10.1617/s11527-014-0394-4&rft_dat=%3Cproquest_cross%3E1744704472%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1704484491&rft_id=info:pmid/&rfr_iscdi=true |