Recycled concrete aggregate attrition during mixing new concrete
•Recycled concrete aggregate (RCA) attrition during mixing was studied in two pilot mixers.•Mixing parameters and initial RCA properties influenced the breakage rate.•Both attrition and cleavage mechanisms influenced the aggregate degradation.•Angularity of the RCA was reduced by the mixing. In this...
Gespeichert in:
Veröffentlicht in: | Construction & building materials 2016-07, Vol.116, p.299-309 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 309 |
---|---|
container_issue | |
container_start_page | 299 |
container_title | Construction & building materials |
container_volume | 116 |
creator | Moreno Juez, J. Cazacliu, B. Cothenet, A. Artoni, R. Roquet, N. |
description | •Recycled concrete aggregate (RCA) attrition during mixing was studied in two pilot mixers.•Mixing parameters and initial RCA properties influenced the breakage rate.•Both attrition and cleavage mechanisms influenced the aggregate degradation.•Angularity of the RCA was reduced by the mixing.
In this work, the recycled concrete aggregate (RCA) friability during mixing was studied in order to better understand the evolution of this material during the mixing process and improve the recycled aggregate concrete mix-design. The influence of some important materials and process parameters was evaluated: initial abrasion resistance and initial moisture of the aggregates, mixer geometry, mixing time and mixing speed. To assess the mixing process effect on the recycled concrete aggregate friability, three different aspects were evaluated; the mass loss (mass of fraction inferior to 2.5mm) the grading and the angularity evolutions with mixing time of an initially 10–14mm aggregate. Tests were carried out in two types of laboratory concrete mixers, a planetary 30l mixer from Skako and an intensive 5l Erich mixer. The results revealed that in normal laboratory setting of the mixers configuration, the mass loss for natural aggregate (NA) is less than 1% of the coarse aggregate. This percentage reach 3% for good quality recycled concrete aggregate (MDE value of 21) and 5% for lower quality recycled concrete aggregate (MDE value of 27). The mass loss directly depends on the mixing parameters and the degradation of the recycled concrete aggregate drastically increased when the mixing speed was raised to 500RPM. By analyzing the grading evolution during mixing, it was shown that both cleavage (creation of intermediate size particles) and attrition (creation of small particles) mechanisms influenced the aggregate degradation. However, the configuration of mixing significantly influenced the proportion of attrition and cleavage mechanisms. To complete this work, the angularity evolution showed that recycled concrete aggregate surface becomes smoother and the edges more rounded after mixing. |
doi_str_mv | 10.1016/j.conbuildmat.2016.04.131 |
format | Article |
fullrecord | <record><control><sourceid>hal_cross</sourceid><recordid>TN_cdi_hal_primary_oai_HAL_hal_01522629v1</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0950061816306869</els_id><sourcerecordid>oai_HAL_hal_01522629v1</sourcerecordid><originalsourceid>FETCH-LOGICAL-c447t-5b1abacb6810ab9497b4555e5373218010da0dc414632908874db7f01febe52a3</originalsourceid><addsrcrecordid>eNqNkEtLw0AUhQdRsFb_Q1y6SLx3MpPHzlLUCgVBdD3M4yZOSROZpFX_vQmV4tLVuVzOOXA-xq4REgTMbjeJ7Vqz843b6iHh4ysBkWCKJ2yGRV7GIHl2ymZQSoghw-KcXfT9BgAynvEZu3sh-20bctHYYwMNFOm6DlTr6RqG4AfftZHbBd_W0dZ_TdLS59F-yc4q3fR09atz9vZw_7pcxevnx6flYh1bIfIhlga10dZkBYI2pShzI6SUJNM85VgAgtPgrECRpbyEosiFM3kFWJEhyXU6ZzeH3nfdqI_gtzp8q057tVqs1fQDlHycVO5x9JYHrw1d3weqjgEENWFTG_UHm5qwKRBqxDZml4csjWP2noLqrafWkvOB7KBc5__R8gOaOnvg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Recycled concrete aggregate attrition during mixing new concrete</title><source>Elsevier ScienceDirect Journals</source><creator>Moreno Juez, J. ; Cazacliu, B. ; Cothenet, A. ; Artoni, R. ; Roquet, N.</creator><creatorcontrib>Moreno Juez, J. ; Cazacliu, B. ; Cothenet, A. ; Artoni, R. ; Roquet, N.</creatorcontrib><description>•Recycled concrete aggregate (RCA) attrition during mixing was studied in two pilot mixers.•Mixing parameters and initial RCA properties influenced the breakage rate.•Both attrition and cleavage mechanisms influenced the aggregate degradation.•Angularity of the RCA was reduced by the mixing.
In this work, the recycled concrete aggregate (RCA) friability during mixing was studied in order to better understand the evolution of this material during the mixing process and improve the recycled aggregate concrete mix-design. The influence of some important materials and process parameters was evaluated: initial abrasion resistance and initial moisture of the aggregates, mixer geometry, mixing time and mixing speed. To assess the mixing process effect on the recycled concrete aggregate friability, three different aspects were evaluated; the mass loss (mass of fraction inferior to 2.5mm) the grading and the angularity evolutions with mixing time of an initially 10–14mm aggregate. Tests were carried out in two types of laboratory concrete mixers, a planetary 30l mixer from Skako and an intensive 5l Erich mixer. The results revealed that in normal laboratory setting of the mixers configuration, the mass loss for natural aggregate (NA) is less than 1% of the coarse aggregate. This percentage reach 3% for good quality recycled concrete aggregate (MDE value of 21) and 5% for lower quality recycled concrete aggregate (MDE value of 27). The mass loss directly depends on the mixing parameters and the degradation of the recycled concrete aggregate drastically increased when the mixing speed was raised to 500RPM. By analyzing the grading evolution during mixing, it was shown that both cleavage (creation of intermediate size particles) and attrition (creation of small particles) mechanisms influenced the aggregate degradation. However, the configuration of mixing significantly influenced the proportion of attrition and cleavage mechanisms. To complete this work, the angularity evolution showed that recycled concrete aggregate surface becomes smoother and the edges more rounded after mixing.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2016.04.131</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Concrete mixing ; Engineering Sciences ; Friability ; Materials ; PSD evolution ; Recycled concrete aggregates</subject><ispartof>Construction & building materials, 2016-07, Vol.116, p.299-309</ispartof><rights>2016 Elsevier Ltd</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c447t-5b1abacb6810ab9497b4555e5373218010da0dc414632908874db7f01febe52a3</citedby><cites>FETCH-LOGICAL-c447t-5b1abacb6810ab9497b4555e5373218010da0dc414632908874db7f01febe52a3</cites><orcidid>0000-0001-9757-4489</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0950061816306869$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,314,776,780,881,3536,27903,27904,65309</link.rule.ids><backlink>$$Uhttps://hal.science/hal-01522629$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Moreno Juez, J.</creatorcontrib><creatorcontrib>Cazacliu, B.</creatorcontrib><creatorcontrib>Cothenet, A.</creatorcontrib><creatorcontrib>Artoni, R.</creatorcontrib><creatorcontrib>Roquet, N.</creatorcontrib><title>Recycled concrete aggregate attrition during mixing new concrete</title><title>Construction & building materials</title><description>•Recycled concrete aggregate (RCA) attrition during mixing was studied in two pilot mixers.•Mixing parameters and initial RCA properties influenced the breakage rate.•Both attrition and cleavage mechanisms influenced the aggregate degradation.•Angularity of the RCA was reduced by the mixing.
In this work, the recycled concrete aggregate (RCA) friability during mixing was studied in order to better understand the evolution of this material during the mixing process and improve the recycled aggregate concrete mix-design. The influence of some important materials and process parameters was evaluated: initial abrasion resistance and initial moisture of the aggregates, mixer geometry, mixing time and mixing speed. To assess the mixing process effect on the recycled concrete aggregate friability, three different aspects were evaluated; the mass loss (mass of fraction inferior to 2.5mm) the grading and the angularity evolutions with mixing time of an initially 10–14mm aggregate. Tests were carried out in two types of laboratory concrete mixers, a planetary 30l mixer from Skako and an intensive 5l Erich mixer. The results revealed that in normal laboratory setting of the mixers configuration, the mass loss for natural aggregate (NA) is less than 1% of the coarse aggregate. This percentage reach 3% for good quality recycled concrete aggregate (MDE value of 21) and 5% for lower quality recycled concrete aggregate (MDE value of 27). The mass loss directly depends on the mixing parameters and the degradation of the recycled concrete aggregate drastically increased when the mixing speed was raised to 500RPM. By analyzing the grading evolution during mixing, it was shown that both cleavage (creation of intermediate size particles) and attrition (creation of small particles) mechanisms influenced the aggregate degradation. However, the configuration of mixing significantly influenced the proportion of attrition and cleavage mechanisms. To complete this work, the angularity evolution showed that recycled concrete aggregate surface becomes smoother and the edges more rounded after mixing.</description><subject>Concrete mixing</subject><subject>Engineering Sciences</subject><subject>Friability</subject><subject>Materials</subject><subject>PSD evolution</subject><subject>Recycled concrete aggregates</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqNkEtLw0AUhQdRsFb_Q1y6SLx3MpPHzlLUCgVBdD3M4yZOSROZpFX_vQmV4tLVuVzOOXA-xq4REgTMbjeJ7Vqz843b6iHh4ysBkWCKJ2yGRV7GIHl2ymZQSoghw-KcXfT9BgAynvEZu3sh-20bctHYYwMNFOm6DlTr6RqG4AfftZHbBd_W0dZ_TdLS59F-yc4q3fR09atz9vZw_7pcxevnx6flYh1bIfIhlga10dZkBYI2pShzI6SUJNM85VgAgtPgrECRpbyEosiFM3kFWJEhyXU6ZzeH3nfdqI_gtzp8q057tVqs1fQDlHycVO5x9JYHrw1d3weqjgEENWFTG_UHm5qwKRBqxDZml4csjWP2noLqrafWkvOB7KBc5__R8gOaOnvg</recordid><startdate>20160730</startdate><enddate>20160730</enddate><creator>Moreno Juez, J.</creator><creator>Cazacliu, B.</creator><creator>Cothenet, A.</creator><creator>Artoni, R.</creator><creator>Roquet, N.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>AAYXX</scope><scope>CITATION</scope><scope>1XC</scope><scope>VOOES</scope><orcidid>https://orcid.org/0000-0001-9757-4489</orcidid></search><sort><creationdate>20160730</creationdate><title>Recycled concrete aggregate attrition during mixing new concrete</title><author>Moreno Juez, J. ; Cazacliu, B. ; Cothenet, A. ; Artoni, R. ; Roquet, N.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c447t-5b1abacb6810ab9497b4555e5373218010da0dc414632908874db7f01febe52a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Concrete mixing</topic><topic>Engineering Sciences</topic><topic>Friability</topic><topic>Materials</topic><topic>PSD evolution</topic><topic>Recycled concrete aggregates</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Moreno Juez, J.</creatorcontrib><creatorcontrib>Cazacliu, B.</creatorcontrib><creatorcontrib>Cothenet, A.</creatorcontrib><creatorcontrib>Artoni, R.</creatorcontrib><creatorcontrib>Roquet, N.</creatorcontrib><collection>CrossRef</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>Hyper Article en Ligne (HAL) (Open Access)</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Moreno Juez, J.</au><au>Cazacliu, B.</au><au>Cothenet, A.</au><au>Artoni, R.</au><au>Roquet, N.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Recycled concrete aggregate attrition during mixing new concrete</atitle><jtitle>Construction & building materials</jtitle><date>2016-07-30</date><risdate>2016</risdate><volume>116</volume><spage>299</spage><epage>309</epage><pages>299-309</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•Recycled concrete aggregate (RCA) attrition during mixing was studied in two pilot mixers.•Mixing parameters and initial RCA properties influenced the breakage rate.•Both attrition and cleavage mechanisms influenced the aggregate degradation.•Angularity of the RCA was reduced by the mixing.
In this work, the recycled concrete aggregate (RCA) friability during mixing was studied in order to better understand the evolution of this material during the mixing process and improve the recycled aggregate concrete mix-design. The influence of some important materials and process parameters was evaluated: initial abrasion resistance and initial moisture of the aggregates, mixer geometry, mixing time and mixing speed. To assess the mixing process effect on the recycled concrete aggregate friability, three different aspects were evaluated; the mass loss (mass of fraction inferior to 2.5mm) the grading and the angularity evolutions with mixing time of an initially 10–14mm aggregate. Tests were carried out in two types of laboratory concrete mixers, a planetary 30l mixer from Skako and an intensive 5l Erich mixer. The results revealed that in normal laboratory setting of the mixers configuration, the mass loss for natural aggregate (NA) is less than 1% of the coarse aggregate. This percentage reach 3% for good quality recycled concrete aggregate (MDE value of 21) and 5% for lower quality recycled concrete aggregate (MDE value of 27). The mass loss directly depends on the mixing parameters and the degradation of the recycled concrete aggregate drastically increased when the mixing speed was raised to 500RPM. By analyzing the grading evolution during mixing, it was shown that both cleavage (creation of intermediate size particles) and attrition (creation of small particles) mechanisms influenced the aggregate degradation. However, the configuration of mixing significantly influenced the proportion of attrition and cleavage mechanisms. To complete this work, the angularity evolution showed that recycled concrete aggregate surface becomes smoother and the edges more rounded after mixing.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2016.04.131</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0001-9757-4489</orcidid><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0950-0618 |
ispartof | Construction & building materials, 2016-07, Vol.116, p.299-309 |
issn | 0950-0618 1879-0526 |
language | eng |
recordid | cdi_hal_primary_oai_HAL_hal_01522629v1 |
source | Elsevier ScienceDirect Journals |
subjects | Concrete mixing Engineering Sciences Friability Materials PSD evolution Recycled concrete aggregates |
title | Recycled concrete aggregate attrition during mixing new concrete |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T01%3A52%3A13IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-hal_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Recycled%20concrete%20aggregate%20attrition%20during%20mixing%20new%20concrete&rft.jtitle=Construction%20&%20building%20materials&rft.au=Moreno%20Juez,%20J.&rft.date=2016-07-30&rft.volume=116&rft.spage=299&rft.epage=309&rft.pages=299-309&rft.issn=0950-0618&rft.eissn=1879-0526&rft_id=info:doi/10.1016/j.conbuildmat.2016.04.131&rft_dat=%3Chal_cross%3Eoai_HAL_hal_01522629v1%3C/hal_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_els_id=S0950061816306869&rfr_iscdi=true |