Performance Assessment and Engineering behaviour of Cement Concrete with partially Replaced Foundry Sand as Fine Aggregate
Metal foundries make heavy use of metal casting. The residual sand, also known as foundry sand, is removed from the foundry after numerous cycles of recycling and reuse have been completed successfully. This article describes the environmentally safe and technically sound uses of foundry sand in civ...
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description | Metal foundries make heavy use of metal casting. The residual sand, also known as foundry sand, is removed from the foundry after numerous cycles of recycling and reuse have been completed successfully. This article describes the environmentally safe and technically sound uses of foundry sand in civil engineering. Using foundry sand in several engineering applications can solve the problem of foundry sand disposal and other problems. Silica sand is the primary component of foundry sand, which is subsequently coated with a thin layer of carbon, dust, and any leftover binder. Foundry sand can increase the strength and durability of concrete. Foundry sand can be used as a supplement, a partial replacement for fine aggregate, a complete replacement for fine aggregate, or as a replacement for cement in order to achieve a variety of concrete properties. In the present study, the impact of replacing fine aggregate with foundry sand on the compressive strength, split tensile strength, and elastic modulus of concrete with mix proportions of 1:1.45:2.2:1.103 was analysed. Three proportions of foundry sand were substituted for fine aggregates. The replacement percentages for fine aggregate were 10, 20, and 30 percent by weight. During varied curing times, compressive strength, split tensile strength, and elastic modulus tests were conducted on all replacement sand levels (14-days & 28-days) Test findings revealed a modest improvement in compressive strength, split tensile strength, and modulus of elasticity when fine aggregates were replaced with a certain amount of foundry sand. This indicates that foundry sand can be safely utilised in concrete for durability and strength purposes. |
doi_str_mv | 10.1088/1755-1315/1130/1/012007 |
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The residual sand, also known as foundry sand, is removed from the foundry after numerous cycles of recycling and reuse have been completed successfully. This article describes the environmentally safe and technically sound uses of foundry sand in civil engineering. Using foundry sand in several engineering applications can solve the problem of foundry sand disposal and other problems. Silica sand is the primary component of foundry sand, which is subsequently coated with a thin layer of carbon, dust, and any leftover binder. Foundry sand can increase the strength and durability of concrete. Foundry sand can be used as a supplement, a partial replacement for fine aggregate, a complete replacement for fine aggregate, or as a replacement for cement in order to achieve a variety of concrete properties. In the present study, the impact of replacing fine aggregate with foundry sand on the compressive strength, split tensile strength, and elastic modulus of concrete with mix proportions of 1:1.45:2.2:1.103 was analysed. Three proportions of foundry sand were substituted for fine aggregates. The replacement percentages for fine aggregate were 10, 20, and 30 percent by weight. During varied curing times, compressive strength, split tensile strength, and elastic modulus tests were conducted on all replacement sand levels (14-days & 28-days) Test findings revealed a modest improvement in compressive strength, split tensile strength, and modulus of elasticity when fine aggregates were replaced with a certain amount of foundry sand. This indicates that foundry sand can be safely utilised in concrete for durability and strength purposes.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/1130/1/012007</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Aggregates ; Alternatives ; Cement ; Civil engineering ; Compression ; Compressive strength ; Concrete ; Concrete properties ; Concrete technology ; Durability ; Fine aggregate ; Foundries ; Foundry sands ; Heavy metals ; Mechanical properties ; Modulus of elasticity ; Performance assessment ; Rapid prototyping ; Sand ; Sand casting ; Silica ; Tensile strength ; Tension ; Young’s modulus</subject><ispartof>IOP conference series. Earth and environmental science, 2023-01, Vol.1130 (1), p.12007</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>Published under licence by IOP Publishing Ltd. 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Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>Metal foundries make heavy use of metal casting. The residual sand, also known as foundry sand, is removed from the foundry after numerous cycles of recycling and reuse have been completed successfully. This article describes the environmentally safe and technically sound uses of foundry sand in civil engineering. Using foundry sand in several engineering applications can solve the problem of foundry sand disposal and other problems. Silica sand is the primary component of foundry sand, which is subsequently coated with a thin layer of carbon, dust, and any leftover binder. Foundry sand can increase the strength and durability of concrete. Foundry sand can be used as a supplement, a partial replacement for fine aggregate, a complete replacement for fine aggregate, or as a replacement for cement in order to achieve a variety of concrete properties. In the present study, the impact of replacing fine aggregate with foundry sand on the compressive strength, split tensile strength, and elastic modulus of concrete with mix proportions of 1:1.45:2.2:1.103 was analysed. Three proportions of foundry sand were substituted for fine aggregates. The replacement percentages for fine aggregate were 10, 20, and 30 percent by weight. During varied curing times, compressive strength, split tensile strength, and elastic modulus tests were conducted on all replacement sand levels (14-days & 28-days) Test findings revealed a modest improvement in compressive strength, split tensile strength, and modulus of elasticity when fine aggregates were replaced with a certain amount of foundry sand. This indicates that foundry sand can be safely utilised in concrete for durability and strength purposes.</description><subject>Aggregates</subject><subject>Alternatives</subject><subject>Cement</subject><subject>Civil engineering</subject><subject>Compression</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Concrete properties</subject><subject>Concrete technology</subject><subject>Durability</subject><subject>Fine aggregate</subject><subject>Foundries</subject><subject>Foundry sands</subject><subject>Heavy metals</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Performance assessment</subject><subject>Rapid prototyping</subject><subject>Sand</subject><subject>Sand casting</subject><subject>Silica</subject><subject>Tensile strength</subject><subject>Tension</subject><subject>Young’s modulus</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkF1LwzAUhosoOKe_wYBXXtTlo-1JL8fYVBgoTq9D2px2HVtak06Zv97WyUQQvMqBPO97OE8QXDJ6w6iUIwZxHDLB4hFjgo7YiDJOKRwFg8PP8WGmcBqceb-iNIFIpIPg4xFdUbuNtjmSsffo_QZtS7Q1ZGrLyiK6ypYkw6V-q-qtI3VBJvjFTGqbO2yRvFftkjTatZVer3fkCZu1ztGQWb21xu3Iom_Tnsy6OjIuS4elbvE8OCn02uPF9zsMXmbT58ldOH-4vZ-M52HOQUBoZARAMy2zAiUC5XFsjKQMIs6Aa51mJsqTzKQ8RgNpxE0uBTCQkmmR5EIMg6t9b-Pq1y36Vq26O2y3UnFIJERxynlHwZ7KXe29w0I1rtpot1OMql606hWqXqfqRSum9qK7pNgnq7r5qf4_df1Hajpd_OZUYwrxCcZPjVs</recordid><startdate>20230101</startdate><enddate>20230101</enddate><creator>Sanjay Kumar, R</creator><creator>Devarajan, Parthiban</creator><creator>vijayan, Dhanasingh sivalinga</creator><creator>Kumar, Aravind S</creator><creator>Kadavan, Akhil S</creator><creator>Rajesh, Rohan</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20230101</creationdate><title>Performance Assessment and Engineering behaviour of Cement Concrete with partially Replaced Foundry Sand as Fine Aggregate</title><author>Sanjay Kumar, R ; Devarajan, Parthiban ; vijayan, Dhanasingh sivalinga ; Kumar, Aravind S ; Kadavan, Akhil S ; Rajesh, Rohan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2737-d84770ba8bfe8e70255dd801742172aa9bd4c6bd925ed7942dc83717881a36c33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Aggregates</topic><topic>Alternatives</topic><topic>Cement</topic><topic>Civil engineering</topic><topic>Compression</topic><topic>Compressive strength</topic><topic>Concrete</topic><topic>Concrete properties</topic><topic>Concrete technology</topic><topic>Durability</topic><topic>Fine aggregate</topic><topic>Foundries</topic><topic>Foundry sands</topic><topic>Heavy metals</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Performance assessment</topic><topic>Rapid prototyping</topic><topic>Sand</topic><topic>Sand casting</topic><topic>Silica</topic><topic>Tensile strength</topic><topic>Tension</topic><topic>Young’s modulus</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sanjay Kumar, R</creatorcontrib><creatorcontrib>Devarajan, Parthiban</creatorcontrib><creatorcontrib>vijayan, Dhanasingh sivalinga</creatorcontrib><creatorcontrib>Kumar, Aravind S</creatorcontrib><creatorcontrib>Kadavan, Akhil S</creatorcontrib><creatorcontrib>Rajesh, Rohan</creatorcontrib><collection>Institute of Physics Open Access Journal Titles</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection (ProQuest)</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content Database</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>Environmental Science Collection</collection><jtitle>IOP conference series. 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In the present study, the impact of replacing fine aggregate with foundry sand on the compressive strength, split tensile strength, and elastic modulus of concrete with mix proportions of 1:1.45:2.2:1.103 was analysed. Three proportions of foundry sand were substituted for fine aggregates. The replacement percentages for fine aggregate were 10, 20, and 30 percent by weight. During varied curing times, compressive strength, split tensile strength, and elastic modulus tests were conducted on all replacement sand levels (14-days & 28-days) Test findings revealed a modest improvement in compressive strength, split tensile strength, and modulus of elasticity when fine aggregates were replaced with a certain amount of foundry sand. This indicates that foundry sand can be safely utilised in concrete for durability and strength purposes.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/1130/1/012007</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Aggregates Alternatives Cement Civil engineering Compression Compressive strength Concrete Concrete properties Concrete technology Durability Fine aggregate Foundries Foundry sands Heavy metals Mechanical properties Modulus of elasticity Performance assessment Rapid prototyping Sand Sand casting Silica Tensile strength Tension Young’s modulus |
title | Performance Assessment and Engineering behaviour of Cement Concrete with partially Replaced Foundry Sand as Fine Aggregate |
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