Properties of plain concrete made with mixed recycled coarse aggregate
► Plain concrete made with mixed recycled aggregate. ► Replacement rates 50% and 100%. ► Physical–mechanical properties and stress–strain relations were obtained. ► Reduction of workability, compressive strength and longitudinal modulus of deformation with replacement rate. ► Increased failure strai...
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| Veröffentlicht in: | Construction & building materials 2012-12, Vol.37, p.171-176 |
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| container_title | Construction & building materials |
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| creator | Martínez-Lage, Isabel Martínez-Abella, Fernando Vázquez-Herrero, Cristina Pérez-Ordóñez, Juan Luis |
| description | ► Plain concrete made with mixed recycled aggregate. ► Replacement rates 50% and 100%. ► Physical–mechanical properties and stress–strain relations were obtained. ► Reduction of workability, compressive strength and longitudinal modulus of deformation with replacement rate. ► Increased failure strain with replacement rate.
This paper reports on a study of the behavior of plain concrete made with mixed recycled coarse aggregate, i.e., recycled aggregate with a high percentage of fired clay (brick and similar) waste. The parameters studied were: workability, density, compressive strength, longitudinal modulus of deformation, Poisson ratio, depth of water penetration under pressure and the stress–strain diagram. Control concretes (containing natural coarse aggregate only), concretes with half natural and half recycled aggregate and concretes with recycled coarse aggregate only were prepared to conduct the respective tests. |
| doi_str_mv | 10.1016/j.conbuildmat.2012.07.045 |
| format | Article |
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This paper reports on a study of the behavior of plain concrete made with mixed recycled coarse aggregate, i.e., recycled aggregate with a high percentage of fired clay (brick and similar) waste. The parameters studied were: workability, density, compressive strength, longitudinal modulus of deformation, Poisson ratio, depth of water penetration under pressure and the stress–strain diagram. Control concretes (containing natural coarse aggregate only), concretes with half natural and half recycled aggregate and concretes with recycled coarse aggregate only were prepared to conduct the respective tests.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2012.07.045</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Building rubbles ; Ceramic aggregates ; Chemical properties ; Clay minerals ; Concrete ; Crushed bricks ; Materials ; Mechanical properties ; Recycled aggregate ; Sustainable construction</subject><ispartof>Construction & building materials, 2012-12, Vol.37, p.171-176</ispartof><rights>2012 Elsevier Ltd</rights><rights>COPYRIGHT 2012 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c463t-c3d9395baecab94ab9985ba6055b3704f8d1737fdf4bc0767a20e9b5baa6b0573</citedby><cites>FETCH-LOGICAL-c463t-c3d9395baecab94ab9985ba6055b3704f8d1737fdf4bc0767a20e9b5baa6b0573</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.conbuildmat.2012.07.045$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Martínez-Lage, Isabel</creatorcontrib><creatorcontrib>Martínez-Abella, Fernando</creatorcontrib><creatorcontrib>Vázquez-Herrero, Cristina</creatorcontrib><creatorcontrib>Pérez-Ordóñez, Juan Luis</creatorcontrib><title>Properties of plain concrete made with mixed recycled coarse aggregate</title><title>Construction & building materials</title><description>► Plain concrete made with mixed recycled aggregate. ► Replacement rates 50% and 100%. ► Physical–mechanical properties and stress–strain relations were obtained. ► Reduction of workability, compressive strength and longitudinal modulus of deformation with replacement rate. ► Increased failure strain with replacement rate.
This paper reports on a study of the behavior of plain concrete made with mixed recycled coarse aggregate, i.e., recycled aggregate with a high percentage of fired clay (brick and similar) waste. The parameters studied were: workability, density, compressive strength, longitudinal modulus of deformation, Poisson ratio, depth of water penetration under pressure and the stress–strain diagram. Control concretes (containing natural coarse aggregate only), concretes with half natural and half recycled aggregate and concretes with recycled coarse aggregate only were prepared to conduct the respective tests.</description><subject>Analysis</subject><subject>Building rubbles</subject><subject>Ceramic aggregates</subject><subject>Chemical properties</subject><subject>Clay minerals</subject><subject>Concrete</subject><subject>Crushed bricks</subject><subject>Materials</subject><subject>Mechanical properties</subject><subject>Recycled aggregate</subject><subject>Sustainable construction</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkUtLAzEYRYMoWB__YcStM37zSibLUqwKBV3oOmSSb6Yp8yhJqvbfm1IXLXQhIU_OvYscQu5SSFJI6eMqUeNQb0yne-mTDNIsAZZAUZ6RSVoxHkOZ0XMyAV5CDDStLsmVcysAoBnNJmT-bsc1Wm_QRWMTrTtphihUKoseo15qjL6NX0a9-UEdWVRb1YWDGqV1GMm2tdhKjzfkopGdw9u__Zp8zp8-Zi_x4u35dTZdxKqguY9VrnnOy1qikjUvwuRVuFEoyzpnUDSVTlnOGt0UtQJGmcwAeR0QSWsoWX5N7ve9rexQmKEZvZWqN06JaZ6xLC85LQIVn6BaHNDKbhywMeH5iE9O8GFo7I06GXg4CNQbZwZ0YXGmXXrXyo1zxzjf48qOzllsxNqaXtqtSEHsNIqVONAodhoFMBE0huxsn8XwrV8GrXDK4KBQm2DDCz2af7T8Amtuq18</recordid><startdate>201212</startdate><enddate>201212</enddate><creator>Martínez-Lage, Isabel</creator><creator>Martínez-Abella, Fernando</creator><creator>Vázquez-Herrero, Cristina</creator><creator>Pérez-Ordóñez, Juan Luis</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>201212</creationdate><title>Properties of plain concrete made with mixed recycled coarse aggregate</title><author>Martínez-Lage, Isabel ; Martínez-Abella, Fernando ; Vázquez-Herrero, Cristina ; Pérez-Ordóñez, Juan Luis</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c463t-c3d9395baecab94ab9985ba6055b3704f8d1737fdf4bc0767a20e9b5baa6b0573</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Analysis</topic><topic>Building rubbles</topic><topic>Ceramic aggregates</topic><topic>Chemical properties</topic><topic>Clay minerals</topic><topic>Concrete</topic><topic>Crushed bricks</topic><topic>Materials</topic><topic>Mechanical properties</topic><topic>Recycled aggregate</topic><topic>Sustainable construction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Martínez-Lage, Isabel</creatorcontrib><creatorcontrib>Martínez-Abella, Fernando</creatorcontrib><creatorcontrib>Vázquez-Herrero, Cristina</creatorcontrib><creatorcontrib>Pérez-Ordóñez, Juan Luis</creatorcontrib><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Martínez-Lage, Isabel</au><au>Martínez-Abella, Fernando</au><au>Vázquez-Herrero, Cristina</au><au>Pérez-Ordóñez, Juan Luis</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Properties of plain concrete made with mixed recycled coarse aggregate</atitle><jtitle>Construction & building materials</jtitle><date>2012-12</date><risdate>2012</risdate><volume>37</volume><spage>171</spage><epage>176</epage><pages>171-176</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>► Plain concrete made with mixed recycled aggregate. ► Replacement rates 50% and 100%. ► Physical–mechanical properties and stress–strain relations were obtained. ► Reduction of workability, compressive strength and longitudinal modulus of deformation with replacement rate. ► Increased failure strain with replacement rate.
This paper reports on a study of the behavior of plain concrete made with mixed recycled coarse aggregate, i.e., recycled aggregate with a high percentage of fired clay (brick and similar) waste. The parameters studied were: workability, density, compressive strength, longitudinal modulus of deformation, Poisson ratio, depth of water penetration under pressure and the stress–strain diagram. Control concretes (containing natural coarse aggregate only), concretes with half natural and half recycled aggregate and concretes with recycled coarse aggregate only were prepared to conduct the respective tests.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2012.07.045</doi><tpages>6</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0950-0618 |
| ispartof | Construction & building materials, 2012-12, Vol.37, p.171-176 |
| issn | 0950-0618 1879-0526 |
| language | eng |
| recordid | cdi_gale_infotracmisc_A327235964 |
| source | ScienceDirect Journals (5 years ago - present) |
| subjects | Analysis Building rubbles Ceramic aggregates Chemical properties Clay minerals Concrete Crushed bricks Materials Mechanical properties Recycled aggregate Sustainable construction |
| title | Properties of plain concrete made with mixed recycled coarse aggregate |
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