Re-usage of waste foundry sand in high-strength concrete
In this study, the potential re-use of waste foundry sand in high-strength concrete production was investigated. The natural fine sand is replaced with waste foundry sand (0%, 5%, 10%, and 15%). The findings from a series of test program has shown reduction in compressive and tensile strengths, and...
Gespeichert in:
Veröffentlicht in: | Waste management (Elmsford) 2010-08, Vol.30 (8), p.1705-1713 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 1713 |
---|---|
container_issue | 8 |
container_start_page | 1705 |
container_title | Waste management (Elmsford) |
container_volume | 30 |
creator | Guney, Yucel Sari, Yasin Dursun Yalcin, Muhsin Tuncan, Ahmet Donmez, Senayi |
description | In this study, the potential re-use of waste foundry sand in high-strength concrete production was investigated. The natural fine sand is replaced with waste foundry sand (0%, 5%, 10%, and 15%). The findings from a series of test program has shown reduction in compressive and tensile strengths, and the elasticity modulus which is directly related to waste foundry inclusion in concrete. Nevertheless the concrete with 10% waste foundry sand exhibits almost similar results to that of the control one. The slump and the workability of the fresh concrete decreases with the increase of the waste foundry sand ratio. Although the freezing and thawing significantly reduces the mechanical and physical properties of the concrete. The obtained results satisfies the acceptable limits set by the American Concrete Institute (ACI). |
doi_str_mv | 10.1016/j.wasman.2010.02.018 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_787052727</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0956053X10001042</els_id><sourcerecordid>1777129269</sourcerecordid><originalsourceid>FETCH-LOGICAL-c587t-7defe6834349886cafc98a43d4bdca353538d4c6de657dd6abaec2dfba506e163</originalsourceid><addsrcrecordid>eNqF0UtrVDEUB_AgFjtWv4HI3Yhu7njyTjaCFB-FQkEU3IVMcu5Mhpncmtyr9Ns3ZUbddcjiQPidB_wJeUVhSYGq99vlH1_3Pi8ZtC9gS6DmCVlQo23PhFRPyQKsVD1I_vOcPK91C0CFofCMnDNg1HJuF8R8w36ufo3dOHRt4ITdMM45lruu-hy7lLtNWm_6OhXM62nThTGHghO-IGeD31V8eawX5MfnT98vv_bXN1-uLj9e90EaPfU64oDKcMGFNUYFPwRrvOBRrGLwXLZnoggqopI6RuVXHgOLw8pLUEgVvyBvD3Nvy_hrxjq5faoBdzufcZyr00aDZJrp01IKY7UAflpyzmw7mDb57lFJtdaUWabsaao0FdJSwxoVBxrKWGvBwd2WtPflzlFwD-G6rTuE6x7CdcBcC7e1vT5umFd7jP-a_qbZwJsj8DX43VB8Dqn-d8xSYSU09-HgsAX3O2FxNSTMAWMqGCYXx_T4Jfcp78KK</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1671459182</pqid></control><display><type>article</type><title>Re-usage of waste foundry sand in high-strength concrete</title><source>MEDLINE</source><source>Elsevier ScienceDirect Journals</source><creator>Guney, Yucel ; Sari, Yasin Dursun ; Yalcin, Muhsin ; Tuncan, Ahmet ; Donmez, Senayi</creator><creatorcontrib>Guney, Yucel ; Sari, Yasin Dursun ; Yalcin, Muhsin ; Tuncan, Ahmet ; Donmez, Senayi</creatorcontrib><description>In this study, the potential re-use of waste foundry sand in high-strength concrete production was investigated. The natural fine sand is replaced with waste foundry sand (0%, 5%, 10%, and 15%). The findings from a series of test program has shown reduction in compressive and tensile strengths, and the elasticity modulus which is directly related to waste foundry inclusion in concrete. Nevertheless the concrete with 10% waste foundry sand exhibits almost similar results to that of the control one. The slump and the workability of the fresh concrete decreases with the increase of the waste foundry sand ratio. Although the freezing and thawing significantly reduces the mechanical and physical properties of the concrete. The obtained results satisfies the acceptable limits set by the American Concrete Institute (ACI).</description><identifier>ISSN: 0956-053X</identifier><identifier>EISSN: 1879-2456</identifier><identifier>DOI: 10.1016/j.wasman.2010.02.018</identifier><identifier>PMID: 20219339</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Acceptability ; Applied sciences ; Compressive Strength ; Concretes ; Construction Materials ; Exact sciences and technology ; Foundry sands ; Industrial Waste ; Materials Testing ; Melting ; Metallurgy ; Other wastes and particular components of wastes ; Physical properties ; Pollution ; Sand ; Tensile Strength ; Waste management ; Waste Management - methods ; Wastes</subject><ispartof>Waste management (Elmsford), 2010-08, Vol.30 (8), p.1705-1713</ispartof><rights>2010 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><rights>2010 Elsevier Ltd. All rights reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c587t-7defe6834349886cafc98a43d4bdca353538d4c6de657dd6abaec2dfba506e163</citedby><cites>FETCH-LOGICAL-c587t-7defe6834349886cafc98a43d4bdca353538d4c6de657dd6abaec2dfba506e163</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0956053X10001042$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=22914950$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/20219339$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Guney, Yucel</creatorcontrib><creatorcontrib>Sari, Yasin Dursun</creatorcontrib><creatorcontrib>Yalcin, Muhsin</creatorcontrib><creatorcontrib>Tuncan, Ahmet</creatorcontrib><creatorcontrib>Donmez, Senayi</creatorcontrib><title>Re-usage of waste foundry sand in high-strength concrete</title><title>Waste management (Elmsford)</title><addtitle>Waste Manag</addtitle><description>In this study, the potential re-use of waste foundry sand in high-strength concrete production was investigated. The natural fine sand is replaced with waste foundry sand (0%, 5%, 10%, and 15%). The findings from a series of test program has shown reduction in compressive and tensile strengths, and the elasticity modulus which is directly related to waste foundry inclusion in concrete. Nevertheless the concrete with 10% waste foundry sand exhibits almost similar results to that of the control one. The slump and the workability of the fresh concrete decreases with the increase of the waste foundry sand ratio. Although the freezing and thawing significantly reduces the mechanical and physical properties of the concrete. The obtained results satisfies the acceptable limits set by the American Concrete Institute (ACI).</description><subject>Acceptability</subject><subject>Applied sciences</subject><subject>Compressive Strength</subject><subject>Concretes</subject><subject>Construction Materials</subject><subject>Exact sciences and technology</subject><subject>Foundry sands</subject><subject>Industrial Waste</subject><subject>Materials Testing</subject><subject>Melting</subject><subject>Metallurgy</subject><subject>Other wastes and particular components of wastes</subject><subject>Physical properties</subject><subject>Pollution</subject><subject>Sand</subject><subject>Tensile Strength</subject><subject>Waste management</subject><subject>Waste Management - methods</subject><subject>Wastes</subject><issn>0956-053X</issn><issn>1879-2456</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><recordid>eNqF0UtrVDEUB_AgFjtWv4HI3Yhu7njyTjaCFB-FQkEU3IVMcu5Mhpncmtyr9Ns3ZUbddcjiQPidB_wJeUVhSYGq99vlH1_3Pi8ZtC9gS6DmCVlQo23PhFRPyQKsVD1I_vOcPK91C0CFofCMnDNg1HJuF8R8w36ufo3dOHRt4ITdMM45lruu-hy7lLtNWm_6OhXM62nThTGHghO-IGeD31V8eawX5MfnT98vv_bXN1-uLj9e90EaPfU64oDKcMGFNUYFPwRrvOBRrGLwXLZnoggqopI6RuVXHgOLw8pLUEgVvyBvD3Nvy_hrxjq5faoBdzufcZyr00aDZJrp01IKY7UAflpyzmw7mDb57lFJtdaUWabsaao0FdJSwxoVBxrKWGvBwd2WtPflzlFwD-G6rTuE6x7CdcBcC7e1vT5umFd7jP-a_qbZwJsj8DX43VB8Dqn-d8xSYSU09-HgsAX3O2FxNSTMAWMqGCYXx_T4Jfcp78KK</recordid><startdate>20100801</startdate><enddate>20100801</enddate><creator>Guney, Yucel</creator><creator>Sari, Yasin Dursun</creator><creator>Yalcin, Muhsin</creator><creator>Tuncan, Ahmet</creator><creator>Donmez, Senayi</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>CGR</scope><scope>CUY</scope><scope>CVF</scope><scope>ECM</scope><scope>EIF</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SU</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>7SR</scope><scope>8BQ</scope><scope>7X8</scope><scope>7ST</scope><scope>7TV</scope><scope>SOI</scope></search><sort><creationdate>20100801</creationdate><title>Re-usage of waste foundry sand in high-strength concrete</title><author>Guney, Yucel ; Sari, Yasin Dursun ; Yalcin, Muhsin ; Tuncan, Ahmet ; Donmez, Senayi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c587t-7defe6834349886cafc98a43d4bdca353538d4c6de657dd6abaec2dfba506e163</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Acceptability</topic><topic>Applied sciences</topic><topic>Compressive Strength</topic><topic>Concretes</topic><topic>Construction Materials</topic><topic>Exact sciences and technology</topic><topic>Foundry sands</topic><topic>Industrial Waste</topic><topic>Materials Testing</topic><topic>Melting</topic><topic>Metallurgy</topic><topic>Other wastes and particular components of wastes</topic><topic>Physical properties</topic><topic>Pollution</topic><topic>Sand</topic><topic>Tensile Strength</topic><topic>Waste management</topic><topic>Waste Management - methods</topic><topic>Wastes</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Guney, Yucel</creatorcontrib><creatorcontrib>Sari, Yasin Dursun</creatorcontrib><creatorcontrib>Yalcin, Muhsin</creatorcontrib><creatorcontrib>Tuncan, Ahmet</creatorcontrib><creatorcontrib>Donmez, Senayi</creatorcontrib><collection>Pascal-Francis</collection><collection>Medline</collection><collection>MEDLINE</collection><collection>MEDLINE (Ovid)</collection><collection>MEDLINE</collection><collection>MEDLINE</collection><collection>PubMed</collection><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>MEDLINE - Academic</collection><collection>Environment Abstracts</collection><collection>Pollution Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Waste management (Elmsford)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Guney, Yucel</au><au>Sari, Yasin Dursun</au><au>Yalcin, Muhsin</au><au>Tuncan, Ahmet</au><au>Donmez, Senayi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Re-usage of waste foundry sand in high-strength concrete</atitle><jtitle>Waste management (Elmsford)</jtitle><addtitle>Waste Manag</addtitle><date>2010-08-01</date><risdate>2010</risdate><volume>30</volume><issue>8</issue><spage>1705</spage><epage>1713</epage><pages>1705-1713</pages><issn>0956-053X</issn><eissn>1879-2456</eissn><abstract>In this study, the potential re-use of waste foundry sand in high-strength concrete production was investigated. The natural fine sand is replaced with waste foundry sand (0%, 5%, 10%, and 15%). The findings from a series of test program has shown reduction in compressive and tensile strengths, and the elasticity modulus which is directly related to waste foundry inclusion in concrete. Nevertheless the concrete with 10% waste foundry sand exhibits almost similar results to that of the control one. The slump and the workability of the fresh concrete decreases with the increase of the waste foundry sand ratio. Although the freezing and thawing significantly reduces the mechanical and physical properties of the concrete. The obtained results satisfies the acceptable limits set by the American Concrete Institute (ACI).</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><pmid>20219339</pmid><doi>10.1016/j.wasman.2010.02.018</doi><tpages>9</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0956-053X |
ispartof | Waste management (Elmsford), 2010-08, Vol.30 (8), p.1705-1713 |
issn | 0956-053X 1879-2456 |
language | eng |
recordid | cdi_proquest_miscellaneous_787052727 |
source | MEDLINE; Elsevier ScienceDirect Journals |
subjects | Acceptability Applied sciences Compressive Strength Concretes Construction Materials Exact sciences and technology Foundry sands Industrial Waste Materials Testing Melting Metallurgy Other wastes and particular components of wastes Physical properties Pollution Sand Tensile Strength Waste management Waste Management - methods Wastes |
title | Re-usage of waste foundry sand in high-strength concrete |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-09T03%3A36%3A18IST&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=Re-usage%20of%20waste%20foundry%20sand%20in%20high-strength%20concrete&rft.jtitle=Waste%20management%20(Elmsford)&rft.au=Guney,%20Yucel&rft.date=2010-08-01&rft.volume=30&rft.issue=8&rft.spage=1705&rft.epage=1713&rft.pages=1705-1713&rft.issn=0956-053X&rft.eissn=1879-2456&rft_id=info:doi/10.1016/j.wasman.2010.02.018&rft_dat=%3Cproquest_cross%3E1777129269%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=1671459182&rft_id=info:pmid/20219339&rft_els_id=S0956053X10001042&rfr_iscdi=true |