Recycled Concrete Mixes for Slip-Form Paving of Roads and Airports
Slip-form paving is gaining consensus in road and airport construction due to high production rates and automation of the process. Concrete slabs are extruded by pulling the forms continuously through and surrounding the plastic concrete mass. The technology uses low-slump cement concrete mixes so t...
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Veröffentlicht in: | Key Engineering Materials 2016-09, Vol.711, p.730-736 |
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creator | Toraldo, Emanuele Mariani, Edoardo Giustozzi, Filippo Crispino, Maurizio |
description | Slip-form paving is gaining consensus in road and airport construction due to high production rates and automation of the process. Concrete slabs are extruded by pulling the forms continuously through and surrounding the plastic concrete mass. The technology uses low-slump cement concrete mixes so that the fresh mass is able to hold its shape once the slip-form paver has passed; besides low-slump, several other parameters should be considered for a proper slip-form concrete mix, especially at the fresh state.
To date, recycling is being commonly adopted in concrete mixes to address sustainability in construction of transport infrastructures. Recycled Concrete Aggregates (RCA) are used to reduce the consumption of virgin materials although their increased porosity leads to higher absorption and generally lower mechanical performance.
The present study aimed at evaluating the compatibility of 100% recycled concrete mixes with slip-form paving; recycled concrete was tested to evaluate the fresh-state properties as well as the hardened strength. Results showed that slip-form effective and high-resistance mixes could be prepared by using high content of RCA. |
doi_str_mv | 10.4028/www.scientific.net/KEM.711.730 |
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To date, recycling is being commonly adopted in concrete mixes to address sustainability in construction of transport infrastructures. Recycled Concrete Aggregates (RCA) are used to reduce the consumption of virgin materials although their increased porosity leads to higher absorption and generally lower mechanical performance.
The present study aimed at evaluating the compatibility of 100% recycled concrete mixes with slip-form paving; recycled concrete was tested to evaluate the fresh-state properties as well as the hardened strength. Results showed that slip-form effective and high-resistance mixes could be prepared by using high content of RCA.</description><identifier>ISSN: 1013-9826</identifier><identifier>ISSN: 1662-9795</identifier><identifier>ISBN: 9783038356219</identifier><identifier>ISBN: 3038356212</identifier><identifier>EISSN: 1662-9795</identifier><identifier>DOI: 10.4028/www.scientific.net/KEM.711.730</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><subject>Aggregates ; Airports ; Automation ; Cement ; Cements ; Concrete construction ; Concrete mixing ; Concrete slabs ; Concretes ; Mixes ; Paving ; Performance evaluation ; Recycling ; Roads ; Sustainability ; Tensile strength</subject><ispartof>Key Engineering Materials, 2016-09, Vol.711, p.730-736</ispartof><rights>2016 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. Sep 2016</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/4199?width=600</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Toraldo, Emanuele</creatorcontrib><creatorcontrib>Mariani, Edoardo</creatorcontrib><creatorcontrib>Giustozzi, Filippo</creatorcontrib><creatorcontrib>Crispino, Maurizio</creatorcontrib><title>Recycled Concrete Mixes for Slip-Form Paving of Roads and Airports</title><title>Key Engineering Materials</title><description>Slip-form paving is gaining consensus in road and airport construction due to high production rates and automation of the process. Concrete slabs are extruded by pulling the forms continuously through and surrounding the plastic concrete mass. The technology uses low-slump cement concrete mixes so that the fresh mass is able to hold its shape once the slip-form paver has passed; besides low-slump, several other parameters should be considered for a proper slip-form concrete mix, especially at the fresh state.
To date, recycling is being commonly adopted in concrete mixes to address sustainability in construction of transport infrastructures. Recycled Concrete Aggregates (RCA) are used to reduce the consumption of virgin materials although their increased porosity leads to higher absorption and generally lower mechanical performance.
The present study aimed at evaluating the compatibility of 100% recycled concrete mixes with slip-form paving; recycled concrete was tested to evaluate the fresh-state properties as well as the hardened strength. Results showed that slip-form effective and high-resistance mixes could be prepared by using high content of RCA.</description><subject>Aggregates</subject><subject>Airports</subject><subject>Automation</subject><subject>Cement</subject><subject>Cements</subject><subject>Concrete construction</subject><subject>Concrete mixing</subject><subject>Concrete slabs</subject><subject>Concretes</subject><subject>Mixes</subject><subject>Paving</subject><subject>Performance evaluation</subject><subject>Recycling</subject><subject>Roads</subject><subject>Sustainability</subject><subject>Tensile strength</subject><issn>1013-9826</issn><issn>1662-9795</issn><issn>1662-9795</issn><isbn>9783038356219</isbn><isbn>3038356212</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNqNkEtLJDEURoMP8DH-h4AgbqrMsyrZiNr4GFRGnJl1SKduNFJdaZNqW_-9kRZGXM3qQu75viQHoQNKakGYOloul3V2AYYx-ODqAcaj6_PbuqW0bjlZQ9u0aVilWy3X0Z5uFSdccdkwqjfKjlBeacWaLbST8xMhnCoqt9HZPbg310OHJ3FwCUbAt-EVMvYx4d99mFcXMc3wnX0JwwOOHt9H22Vshw6fhjSPacw_0Ka3fYa9z7mL_l6c_5lcVTe_Ln9OTm8qx5QgFfPCWse9Fdq6pu1op5WVYEXXEUmnCrT0wFvBCVViKhkpAS9g2rRT3ZYzvosOV73zFJ8XkEczC9lB39sB4iKbEpPl81KTgu5_Q5_iIg3ldYViTFIhmS7U8YpyKeacwJt5CjOb3gwl5kO5KcrNP-WmKDdFuSnKTVFeCk5WBWOyQx7BPX655_8q3gH9V46H</recordid><startdate>20160923</startdate><enddate>20160923</enddate><creator>Toraldo, Emanuele</creator><creator>Mariani, Edoardo</creator><creator>Giustozzi, Filippo</creator><creator>Crispino, Maurizio</creator><general>Trans Tech Publications Ltd</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>F28</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20160923</creationdate><title>Recycled Concrete Mixes for Slip-Form Paving of Roads and Airports</title><author>Toraldo, Emanuele ; Mariani, Edoardo ; Giustozzi, Filippo ; Crispino, Maurizio</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2840-2f4aac3fa49ac67d1d98a5ea4dd051b8e95fe37430184b5202f4f4eb67b970183</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Aggregates</topic><topic>Airports</topic><topic>Automation</topic><topic>Cement</topic><topic>Cements</topic><topic>Concrete construction</topic><topic>Concrete mixing</topic><topic>Concrete slabs</topic><topic>Concretes</topic><topic>Mixes</topic><topic>Paving</topic><topic>Performance evaluation</topic><topic>Recycling</topic><topic>Roads</topic><topic>Sustainability</topic><topic>Tensile strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Toraldo, Emanuele</creatorcontrib><creatorcontrib>Mariani, Edoardo</creatorcontrib><creatorcontrib>Giustozzi, Filippo</creatorcontrib><creatorcontrib>Crispino, Maurizio</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</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection (Proquest) (PQ_SDU_P3)</collection><collection>Materials Research Database</collection><collection>ProQuest Materials Science Database</collection><collection>ProQuest Engineering Collection</collection><collection>ProQuest Engineering Database</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>Engineering collection</collection><jtitle>Key Engineering Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Toraldo, Emanuele</au><au>Mariani, Edoardo</au><au>Giustozzi, Filippo</au><au>Crispino, Maurizio</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Recycled Concrete Mixes for Slip-Form Paving of Roads and Airports</atitle><jtitle>Key Engineering Materials</jtitle><date>2016-09-23</date><risdate>2016</risdate><volume>711</volume><spage>730</spage><epage>736</epage><pages>730-736</pages><issn>1013-9826</issn><issn>1662-9795</issn><eissn>1662-9795</eissn><isbn>9783038356219</isbn><isbn>3038356212</isbn><abstract>Slip-form paving is gaining consensus in road and airport construction due to high production rates and automation of the process. Concrete slabs are extruded by pulling the forms continuously through and surrounding the plastic concrete mass. The technology uses low-slump cement concrete mixes so that the fresh mass is able to hold its shape once the slip-form paver has passed; besides low-slump, several other parameters should be considered for a proper slip-form concrete mix, especially at the fresh state.
To date, recycling is being commonly adopted in concrete mixes to address sustainability in construction of transport infrastructures. Recycled Concrete Aggregates (RCA) are used to reduce the consumption of virgin materials although their increased porosity leads to higher absorption and generally lower mechanical performance.
The present study aimed at evaluating the compatibility of 100% recycled concrete mixes with slip-form paving; recycled concrete was tested to evaluate the fresh-state properties as well as the hardened strength. Results showed that slip-form effective and high-resistance mixes could be prepared by using high content of RCA.</abstract><cop>Zurich</cop><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/KEM.711.730</doi><tpages>7</tpages></addata></record> |
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subjects | Aggregates Airports Automation Cement Cements Concrete construction Concrete mixing Concrete slabs Concretes Mixes Paving Performance evaluation Recycling Roads Sustainability Tensile strength |
title | Recycled Concrete Mixes for Slip-Form Paving of Roads and Airports |
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