Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars
► In this study we evaluated some mortar with different aggregates grading and w/c ratio. ► Fresh and hardened properties were analyzed by means of experimental tests. Some correlations are presented among hardened properties. ► w/c ratio influence fresh and hardened properties. ► Sands grading has...
Gespeichert in:
Veröffentlicht in: | Construction & building materials 2011-06, Vol.25 (6), p.2980-2987 |
---|---|
Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 2987 |
---|---|
container_issue | 6 |
container_start_page | 2980 |
container_title | Construction & building materials |
container_volume | 25 |
creator | Haach, Vladimir G. Vasconcelos, Graça Lourenço, Paulo B. |
description | ► In this study we evaluated some mortar with different aggregates grading and w/c ratio. ► Fresh and hardened properties were analyzed by means of experimental tests. Some correlations are presented among hardened properties. ► w/c ratio influence fresh and hardened properties. ► Sands grading has no influence in compressive strength but, influences the deformation capacity of mortars.
Mortar is the material responsible for the distribution of stresses in masonry structures. The knowledge about the fresh and hardened properties of mortar is fundamental to ensure a good performance of masonry walls. Water/cement ratio and aggregates grading are among several variables that influence physical and mechanical behaviour of mortars. An experimental program is presented in order to evaluate the influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Eighteen compositions of mortar are prepared using three relations cement:lime:sand, two types of sand and three water/cement ratios. Specimens are analyzed through flow table test, compressive and flexural strength tests. Results indicate that the increase of water/cement ratio reduces the values of hardened properties and increases the workability. Besides, sands grading has no influence in compressive strength. On the other hand, significant differences in deformation capacity of mortars were verified with the variation of the type of sand. Finally, some correlations are presented among hardened properties and the compressive strength. |
doi_str_mv | 10.1016/j.conbuildmat.2010.11.011 |
format | Article |
fullrecord | <record><control><sourceid>gale_proqu</sourceid><recordid>TN_cdi_proquest_miscellaneous_907946878</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A252847039</galeid><els_id>S0950061810005398</els_id><sourcerecordid>A252847039</sourcerecordid><originalsourceid>FETCH-LOGICAL-c604t-cd9871885807970ab7d16031b6a212ade32ca7a5d0e7fd9b2141d0ed849671c33</originalsourceid><addsrcrecordid>eNqNklGL1DAUhYsoOK7-h4oP-mBnk7RN0sdlWHVhYV_0Odwmt52MbTImqcv-e1PHh10YFgkk4fCdwyU5RfGeki0llF8ettq7frGTmSFtGVl1uiWUvig2VIquIi3jL4sN6VpSEU7l6-JNjAdCCGecbYr9jRumBZ3G0g8ljGPAERLGcgxgrBtLcKa8z0q41DijS2WAZH1pXXnvw0_o7WTTw19qD8GgQ1Megz9iSDan5MzZhwQhvi1eDTBFfPfvvCh-fLn-vvtW3d59vdld3VaakyZV2nRSUClbSUQnCPTCUE5q2nNglIHBmmkQ0BqCYjBdz2hD893IpuOC6rq-KD6ecvMUvxaMSc02apwmcOiXqLqc23ApZCY_PUtS3rGaScnX0A8ndIQJlXWDTwH0iqsr1jLZCFJ3marOUGN-kwCTdzjYLD_ht2f4vAzOVp81fH5k6JdoHca8RTvuUxxhifEp3p1wHXyMAQd1DHaG8KAoUWt71EE9ao9a26MoVbk92bs7eTH_1W-LQUVt15oYG1AnZbz9j5Q_7NfSmA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1692328863</pqid></control><display><type>article</type><title>Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars</title><source>Elsevier ScienceDirect Journals</source><creator>Haach, Vladimir G. ; Vasconcelos, Graça ; Lourenço, Paulo B.</creator><creatorcontrib>Haach, Vladimir G. ; Vasconcelos, Graça ; Lourenço, Paulo B.</creatorcontrib><description>► In this study we evaluated some mortar with different aggregates grading and w/c ratio. ► Fresh and hardened properties were analyzed by means of experimental tests. Some correlations are presented among hardened properties. ► w/c ratio influence fresh and hardened properties. ► Sands grading has no influence in compressive strength but, influences the deformation capacity of mortars.
Mortar is the material responsible for the distribution of stresses in masonry structures. The knowledge about the fresh and hardened properties of mortar is fundamental to ensure a good performance of masonry walls. Water/cement ratio and aggregates grading are among several variables that influence physical and mechanical behaviour of mortars. An experimental program is presented in order to evaluate the influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Eighteen compositions of mortar are prepared using three relations cement:lime:sand, two types of sand and three water/cement ratios. Specimens are analyzed through flow table test, compressive and flexural strength tests. Results indicate that the increase of water/cement ratio reduces the values of hardened properties and increases the workability. Besides, sands grading has no influence in compressive strength. On the other hand, significant differences in deformation capacity of mortars were verified with the variation of the type of sand. Finally, some correlations are presented among hardened properties and the compressive strength.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2010.11.011</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Aggregates ; Building ; Cement ; Cements ; Compressive strength ; Grading ; Masonry ; Methods ; Mortar ; Mortars ; Properties ; Sand ; Sand grading ; Soil-cement construction ; Water hardness ; Water/cement ratio ; Workability</subject><ispartof>Construction & building materials, 2011-06, Vol.25 (6), p.2980-2987</ispartof><rights>2010 Elsevier Ltd</rights><rights>COPYRIGHT 2011 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c604t-cd9871885807970ab7d16031b6a212ade32ca7a5d0e7fd9b2141d0ed849671c33</citedby><cites>FETCH-LOGICAL-c604t-cd9871885807970ab7d16031b6a212ade32ca7a5d0e7fd9b2141d0ed849671c33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0950061810005398$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Haach, Vladimir G.</creatorcontrib><creatorcontrib>Vasconcelos, Graça</creatorcontrib><creatorcontrib>Lourenço, Paulo B.</creatorcontrib><title>Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars</title><title>Construction & building materials</title><description>► In this study we evaluated some mortar with different aggregates grading and w/c ratio. ► Fresh and hardened properties were analyzed by means of experimental tests. Some correlations are presented among hardened properties. ► w/c ratio influence fresh and hardened properties. ► Sands grading has no influence in compressive strength but, influences the deformation capacity of mortars.
Mortar is the material responsible for the distribution of stresses in masonry structures. The knowledge about the fresh and hardened properties of mortar is fundamental to ensure a good performance of masonry walls. Water/cement ratio and aggregates grading are among several variables that influence physical and mechanical behaviour of mortars. An experimental program is presented in order to evaluate the influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Eighteen compositions of mortar are prepared using three relations cement:lime:sand, two types of sand and three water/cement ratios. Specimens are analyzed through flow table test, compressive and flexural strength tests. Results indicate that the increase of water/cement ratio reduces the values of hardened properties and increases the workability. Besides, sands grading has no influence in compressive strength. On the other hand, significant differences in deformation capacity of mortars were verified with the variation of the type of sand. Finally, some correlations are presented among hardened properties and the compressive strength.</description><subject>Aggregates</subject><subject>Building</subject><subject>Cement</subject><subject>Cements</subject><subject>Compressive strength</subject><subject>Grading</subject><subject>Masonry</subject><subject>Methods</subject><subject>Mortar</subject><subject>Mortars</subject><subject>Properties</subject><subject>Sand</subject><subject>Sand grading</subject><subject>Soil-cement construction</subject><subject>Water hardness</subject><subject>Water/cement ratio</subject><subject>Workability</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNklGL1DAUhYsoOK7-h4oP-mBnk7RN0sdlWHVhYV_0Odwmt52MbTImqcv-e1PHh10YFgkk4fCdwyU5RfGeki0llF8ettq7frGTmSFtGVl1uiWUvig2VIquIi3jL4sN6VpSEU7l6-JNjAdCCGecbYr9jRumBZ3G0g8ljGPAERLGcgxgrBtLcKa8z0q41DijS2WAZH1pXXnvw0_o7WTTw19qD8GgQ1Megz9iSDan5MzZhwQhvi1eDTBFfPfvvCh-fLn-vvtW3d59vdld3VaakyZV2nRSUClbSUQnCPTCUE5q2nNglIHBmmkQ0BqCYjBdz2hD893IpuOC6rq-KD6ecvMUvxaMSc02apwmcOiXqLqc23ApZCY_PUtS3rGaScnX0A8ndIQJlXWDTwH0iqsr1jLZCFJ3marOUGN-kwCTdzjYLD_ht2f4vAzOVp81fH5k6JdoHca8RTvuUxxhifEp3p1wHXyMAQd1DHaG8KAoUWt71EE9ao9a26MoVbk92bs7eTH_1W-LQUVt15oYG1AnZbz9j5Q_7NfSmA</recordid><startdate>20110601</startdate><enddate>20110601</enddate><creator>Haach, Vladimir G.</creator><creator>Vasconcelos, Graça</creator><creator>Lourenço, Paulo B.</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope><scope>7QQ</scope><scope>7SR</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20110601</creationdate><title>Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars</title><author>Haach, Vladimir G. ; Vasconcelos, Graça ; Lourenço, Paulo B.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c604t-cd9871885807970ab7d16031b6a212ade32ca7a5d0e7fd9b2141d0ed849671c33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Aggregates</topic><topic>Building</topic><topic>Cement</topic><topic>Cements</topic><topic>Compressive strength</topic><topic>Grading</topic><topic>Masonry</topic><topic>Methods</topic><topic>Mortar</topic><topic>Mortars</topic><topic>Properties</topic><topic>Sand</topic><topic>Sand grading</topic><topic>Soil-cement construction</topic><topic>Water hardness</topic><topic>Water/cement ratio</topic><topic>Workability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Haach, Vladimir G.</creatorcontrib><creatorcontrib>Vasconcelos, Graça</creatorcontrib><creatorcontrib>Lourenço, Paulo B.</creatorcontrib><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Business Insights: Essentials</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Haach, Vladimir G.</au><au>Vasconcelos, Graça</au><au>Lourenço, Paulo B.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars</atitle><jtitle>Construction & building materials</jtitle><date>2011-06-01</date><risdate>2011</risdate><volume>25</volume><issue>6</issue><spage>2980</spage><epage>2987</epage><pages>2980-2987</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>► In this study we evaluated some mortar with different aggregates grading and w/c ratio. ► Fresh and hardened properties were analyzed by means of experimental tests. Some correlations are presented among hardened properties. ► w/c ratio influence fresh and hardened properties. ► Sands grading has no influence in compressive strength but, influences the deformation capacity of mortars.
Mortar is the material responsible for the distribution of stresses in masonry structures. The knowledge about the fresh and hardened properties of mortar is fundamental to ensure a good performance of masonry walls. Water/cement ratio and aggregates grading are among several variables that influence physical and mechanical behaviour of mortars. An experimental program is presented in order to evaluate the influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Eighteen compositions of mortar are prepared using three relations cement:lime:sand, two types of sand and three water/cement ratios. Specimens are analyzed through flow table test, compressive and flexural strength tests. Results indicate that the increase of water/cement ratio reduces the values of hardened properties and increases the workability. Besides, sands grading has no influence in compressive strength. On the other hand, significant differences in deformation capacity of mortars were verified with the variation of the type of sand. Finally, some correlations are presented among hardened properties and the compressive strength.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2010.11.011</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0950-0618 |
ispartof | Construction & building materials, 2011-06, Vol.25 (6), p.2980-2987 |
issn | 0950-0618 1879-0526 |
language | eng |
recordid | cdi_proquest_miscellaneous_907946878 |
source | Elsevier ScienceDirect Journals |
subjects | Aggregates Building Cement Cements Compressive strength Grading Masonry Methods Mortar Mortars Properties Sand Sand grading Soil-cement construction Water hardness Water/cement ratio Workability |
title | Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-01T05%3A54%3A59IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_proqu&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Influence%20of%20aggregates%20grading%20and%20water/cement%20ratio%20in%20workability%20and%20hardened%20properties%20of%20mortars&rft.jtitle=Construction%20&%20building%20materials&rft.au=Haach,%20Vladimir%20G.&rft.date=2011-06-01&rft.volume=25&rft.issue=6&rft.spage=2980&rft.epage=2987&rft.pages=2980-2987&rft.issn=0950-0618&rft.eissn=1879-0526&rft_id=info:doi/10.1016/j.conbuildmat.2010.11.011&rft_dat=%3Cgale_proqu%3EA252847039%3C/gale_proqu%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1692328863&rft_id=info:pmid/&rft_galeid=A252847039&rft_els_id=S0950061810005398&rfr_iscdi=true |