Effect of limestone fines content in manufactured sand on durability of low- and high-strength concretes
This paper investigates the effect of limestone fines content in manufactured sand (MS) on compressive strength, chloride ion permeability and freeze–thaw resistance of both low- and high-strength concretes. The abrasion resistance of concretes and sulfate attack of mortars were also tested. The res...
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| Veröffentlicht in: | Construction & building materials 2009-08, Vol.23 (8), p.2846-2850 |
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| creator | Li, Beixing Wang, Jiliang Zhou, Mingkai |
| description | This paper investigates the effect of limestone fines content in manufactured sand (MS) on compressive strength, chloride ion permeability and freeze–thaw resistance of both low- and high-strength concretes. The abrasion resistance of concretes and sulfate attack of mortars were also tested. The results show that for low-strength concretes, the increment of limestone fines from 0% to 20% improved the resistance to chloride ion penetration, but decreased the resistance to freezing. For high-strength concretes, the increment of limestone fines from 0% to 15% did not affect the chloride ion permeability and freeze–thaw resistance. Furthermore, the sulfate resistance was increased by the increment of limestone fines, and the amount of 7% and 10% fines resulted in the highest abrasion resistance. It can be concluded that the durable concretes can be made from MS with at least 10% limestone fines. |
| doi_str_mv | 10.1016/j.conbuildmat.2009.02.033 |
| format | Article |
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The abrasion resistance of concretes and sulfate attack of mortars were also tested. The results show that for low-strength concretes, the increment of limestone fines from 0% to 20% improved the resistance to chloride ion penetration, but decreased the resistance to freezing. For high-strength concretes, the increment of limestone fines from 0% to 15% did not affect the chloride ion permeability and freeze–thaw resistance. Furthermore, the sulfate resistance was increased by the increment of limestone fines, and the amount of 7% and 10% fines resulted in the highest abrasion resistance. It can be concluded that the durable concretes can be made from MS with at least 10% limestone fines.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2009.02.033</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Abrasion resistance ; Chloride ion permeability ; Concrete ; Freeze–thaw resistance ; Limestone fines ; Manufactured sand ; Permeability ; Sand, gravel and stone industry ; Sulfate attack ; Sulfates</subject><ispartof>Construction & building materials, 2009-08, Vol.23 (8), p.2846-2850</ispartof><rights>2009 Elsevier Ltd</rights><rights>COPYRIGHT 2009 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c466t-3f7b3fe6ee7a02932c9836a0ff99dc849292ab4b22c17e3574a9e5005c6c62233</citedby><cites>FETCH-LOGICAL-c466t-3f7b3fe6ee7a02932c9836a0ff99dc849292ab4b22c17e3574a9e5005c6c62233</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.2009.02.033$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>315,781,785,3551,27929,27930,46000</link.rule.ids></links><search><creatorcontrib>Li, Beixing</creatorcontrib><creatorcontrib>Wang, Jiliang</creatorcontrib><creatorcontrib>Zhou, Mingkai</creatorcontrib><title>Effect of limestone fines content in manufactured sand on durability of low- and high-strength concretes</title><title>Construction & building materials</title><description>This paper investigates the effect of limestone fines content in manufactured sand (MS) on compressive strength, chloride ion permeability and freeze–thaw resistance of both low- and high-strength concretes. The abrasion resistance of concretes and sulfate attack of mortars were also tested. The results show that for low-strength concretes, the increment of limestone fines from 0% to 20% improved the resistance to chloride ion penetration, but decreased the resistance to freezing. For high-strength concretes, the increment of limestone fines from 0% to 15% did not affect the chloride ion permeability and freeze–thaw resistance. Furthermore, the sulfate resistance was increased by the increment of limestone fines, and the amount of 7% and 10% fines resulted in the highest abrasion resistance. It can be concluded that the durable concretes can be made from MS with at least 10% limestone fines.</description><subject>Abrasion resistance</subject><subject>Chloride ion permeability</subject><subject>Concrete</subject><subject>Freeze–thaw resistance</subject><subject>Limestone fines</subject><subject>Manufactured sand</subject><subject>Permeability</subject><subject>Sand, gravel and stone industry</subject><subject>Sulfate attack</subject><subject>Sulfates</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkU-L1TAUxYMo-Bz9DnHjytbbpE2b5fAY_8DAbMZ1SNObvjzaZExSZb69qc_FCLOQwA3k_s6BnEPI-wbqBhrx6Vyb4MfNLdOqc80AZA2sBs5fkEMz9LKCjomX5ACygwpEM7wmb1I6A4Bggh3I6cZaNJkGSxe3YsrBI7XOY6LFOKPP1Hm6ar9ZbfIWcaJJ-4kGT6ct6tEtLj_-UYdfFd03JzefqpQj-jmfdhMTMWN6S15ZvSR89_e-It8_39wfv1a3d1--Ha9vK9MKkStu-5FbFIi9BiY5M3LgQoO1Uk5maCWTTI_tyJhpeuRd32qJHUBnhBGMcX5FPlx8H2L4sZUPqdUlg8uiPYYtKd62cpC8L2B1AWe9oHLehhy1mdFj1EtJwbryfM063gI0TVf4-hm-nAlXZ54VfHwiGLe0p1pGKgHlNOstpX9xecFNDClFtOohulXHR9WA2rtWZ_Wka7V3rYCp0nXRHi9aLMn-dBhVMg69wcnF0q6agvsPl99L47jL</recordid><startdate>20090801</startdate><enddate>20090801</enddate><creator>Li, Beixing</creator><creator>Wang, Jiliang</creator><creator>Zhou, Mingkai</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>20090801</creationdate><title>Effect of limestone fines content in manufactured sand on durability of low- and high-strength concretes</title><author>Li, Beixing ; Wang, Jiliang ; Zhou, Mingkai</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c466t-3f7b3fe6ee7a02932c9836a0ff99dc849292ab4b22c17e3574a9e5005c6c62233</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Abrasion resistance</topic><topic>Chloride ion permeability</topic><topic>Concrete</topic><topic>Freeze–thaw resistance</topic><topic>Limestone fines</topic><topic>Manufactured sand</topic><topic>Permeability</topic><topic>Sand, gravel and stone industry</topic><topic>Sulfate attack</topic><topic>Sulfates</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Beixing</creatorcontrib><creatorcontrib>Wang, Jiliang</creatorcontrib><creatorcontrib>Zhou, Mingkai</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>Li, Beixing</au><au>Wang, Jiliang</au><au>Zhou, Mingkai</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of limestone fines content in manufactured sand on durability of low- and high-strength concretes</atitle><jtitle>Construction & building materials</jtitle><date>2009-08-01</date><risdate>2009</risdate><volume>23</volume><issue>8</issue><spage>2846</spage><epage>2850</epage><pages>2846-2850</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>This paper investigates the effect of limestone fines content in manufactured sand (MS) on compressive strength, chloride ion permeability and freeze–thaw resistance of both low- and high-strength concretes. The abrasion resistance of concretes and sulfate attack of mortars were also tested. The results show that for low-strength concretes, the increment of limestone fines from 0% to 20% improved the resistance to chloride ion penetration, but decreased the resistance to freezing. For high-strength concretes, the increment of limestone fines from 0% to 15% did not affect the chloride ion permeability and freeze–thaw resistance. Furthermore, the sulfate resistance was increased by the increment of limestone fines, and the amount of 7% and 10% fines resulted in the highest abrasion resistance. It can be concluded that the durable concretes can be made from MS with at least 10% limestone fines.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2009.02.033</doi><tpages>5</tpages></addata></record> |
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| ispartof | Construction & building materials, 2009-08, Vol.23 (8), p.2846-2850 |
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| source | Elsevier ScienceDirect Journals Complete |
| subjects | Abrasion resistance Chloride ion permeability Concrete Freeze–thaw resistance Limestone fines Manufactured sand Permeability Sand, gravel and stone industry Sulfate attack Sulfates |
| title | Effect of limestone fines content in manufactured sand on durability of low- and high-strength concretes |
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