Bond, Permeability, and Acid Resistance Characteristics of Ferrochrome Waste Concrete
The use of industrial by-products as ingredients of concrete has become widespread. However, by-products from the ferrochrome industry in such application has not received enough attention, even though these possess good engineering properties. This paper presents the potential of ferrochrome ash (F...
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| Veröffentlicht in: | ACI materials journal 2018-05, Vol.115 (3), p.359-368 |
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| creator | Acharya, Prasanna Kumar Patro, Sanjaya Kumar |
| description | The use of industrial by-products as ingredients of concrete has become widespread. However, by-products from the ferrochrome industry in such application has not received enough attention, even though these possess good engineering properties. This paper presents the potential of ferrochrome ash (FCA) as a supplementary cementitious material and air-cooled ferrochrome slag (FCS) as an alternate coarse aggregate. Characteristics such as compressive strength, split tensile strength, bond strength, permeability, and acid resistance of concrete were addressed. The results of the study revealed that 47% of the ordinary portland cement (OPC) could be replaced by 40% FCA and 7% lime without a decrease in properties of the concrete mixture and, thus, 100% of coarse aggregate can be replaced by FCS aggregates. Microscopic studies such as scanning electron microscopy (SEM), energy dispersive X-ray spectrometry (EDX), and petrography examination established the macrolevel results. Toxicity characteristic leaching procedure (TCLP) test established the environmental soundness. |
| doi_str_mv | 10.14359/51702008 |
| format | Article |
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However, by-products from the ferrochrome industry in such application has not received enough attention, even though these possess good engineering properties. This paper presents the potential of ferrochrome ash (FCA) as a supplementary cementitious material and air-cooled ferrochrome slag (FCS) as an alternate coarse aggregate. Characteristics such as compressive strength, split tensile strength, bond strength, permeability, and acid resistance of concrete were addressed. The results of the study revealed that 47% of the ordinary portland cement (OPC) could be replaced by 40% FCA and 7% lime without a decrease in properties of the concrete mixture and, thus, 100% of coarse aggregate can be replaced by FCS aggregates. Microscopic studies such as scanning electron microscopy (SEM), energy dispersive X-ray spectrometry (EDX), and petrography examination established the macrolevel results. Toxicity characteristic leaching procedure (TCLP) test established the environmental soundness.</description><identifier>ISSN: 0889-325X</identifier><identifier>EISSN: 1944-737X</identifier><identifier>DOI: 10.14359/51702008</identifier><language>eng</language><publisher>Farmington Hills: American Concrete Institute</publisher><subject>Acid resistance ; Acids ; Aggregates ; Bond strength ; Bonding strength ; Byproducts ; Carbon dioxide ; Cement ; Civil engineering ; Composite materials ; Compressive strength ; Concrete ; Engineering research ; Environmental testing ; Filler materials ; Industrial research ; Leaching ; Natural resources ; Permeability ; Petrography ; Portland cements ; R&D ; Raw materials ; Reinforced concrete ; Research & development ; Scanning electron microscopy ; Stone ; Toxicity ; Waste materials</subject><ispartof>ACI materials journal, 2018-05, Vol.115 (3), p.359-368</ispartof><rights>Copyright American Concrete Institute May 2018</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c257t-64f6a3a62f968c80dae107bf0efecfd0f7c8df313eff3d1ec4b19500c6b4e33b3</citedby><cites>FETCH-LOGICAL-c257t-64f6a3a62f968c80dae107bf0efecfd0f7c8df313eff3d1ec4b19500c6b4e33b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Acharya, Prasanna Kumar</creatorcontrib><creatorcontrib>Patro, Sanjaya Kumar</creatorcontrib><title>Bond, Permeability, and Acid Resistance Characteristics of Ferrochrome Waste Concrete</title><title>ACI materials journal</title><description>The use of industrial by-products as ingredients of concrete has become widespread. However, by-products from the ferrochrome industry in such application has not received enough attention, even though these possess good engineering properties. This paper presents the potential of ferrochrome ash (FCA) as a supplementary cementitious material and air-cooled ferrochrome slag (FCS) as an alternate coarse aggregate. Characteristics such as compressive strength, split tensile strength, bond strength, permeability, and acid resistance of concrete were addressed. The results of the study revealed that 47% of the ordinary portland cement (OPC) could be replaced by 40% FCA and 7% lime without a decrease in properties of the concrete mixture and, thus, 100% of coarse aggregate can be replaced by FCS aggregates. Microscopic studies such as scanning electron microscopy (SEM), energy dispersive X-ray spectrometry (EDX), and petrography examination established the macrolevel results. Toxicity characteristic leaching procedure (TCLP) test established the environmental soundness.</description><subject>Acid resistance</subject><subject>Acids</subject><subject>Aggregates</subject><subject>Bond strength</subject><subject>Bonding strength</subject><subject>Byproducts</subject><subject>Carbon dioxide</subject><subject>Cement</subject><subject>Civil engineering</subject><subject>Composite materials</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Engineering research</subject><subject>Environmental testing</subject><subject>Filler materials</subject><subject>Industrial research</subject><subject>Leaching</subject><subject>Natural resources</subject><subject>Permeability</subject><subject>Petrography</subject><subject>Portland cements</subject><subject>R&D</subject><subject>Raw materials</subject><subject>Reinforced concrete</subject><subject>Research & development</subject><subject>Scanning electron microscopy</subject><subject>Stone</subject><subject>Toxicity</subject><subject>Waste materials</subject><issn>0889-325X</issn><issn>1944-737X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNo1kE9LAzEUxIMouFYPfoOAJ6GrL5vN_jnW0qpQUMRib0v25YVuaTc1SQ_99i5WTwPDjxlmGLsV8CByqepHJUrIAKozlog6z9NSlqtzlkBV1anM1OqSXYWwAcgKpVTClk-uN2P-Tn5Huu22XTyOue4Nn2Bn-AeFLkTdI_HpWnuNkfxgdBi4s3xO3jtce7cj_qVDHCDXo6dI1-zC6m2gmz8dseV89jl9SRdvz6_TySLFTJUxLXJbaKmLzNZFhRUYTQLK1gJZQmvAllgZK4Uka6URhHkragWARZuTlK0csbtT7t677wOF2GzcwfdDZZOBksPGGmCg7k8UeheCJ9vsfbfT_tgIaH5fa_5fkz9fTl9b</recordid><startdate>201805</startdate><enddate>201805</enddate><creator>Acharya, Prasanna Kumar</creator><creator>Patro, Sanjaya Kumar</creator><general>American Concrete Institute</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>7QQ</scope><scope>7RQ</scope><scope>7SR</scope><scope>7XB</scope><scope>88I</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope><scope>U9A</scope></search><sort><creationdate>201805</creationdate><title>Bond, Permeability, and Acid Resistance Characteristics of Ferrochrome Waste Concrete</title><author>Acharya, Prasanna Kumar ; 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However, by-products from the ferrochrome industry in such application has not received enough attention, even though these possess good engineering properties. This paper presents the potential of ferrochrome ash (FCA) as a supplementary cementitious material and air-cooled ferrochrome slag (FCS) as an alternate coarse aggregate. Characteristics such as compressive strength, split tensile strength, bond strength, permeability, and acid resistance of concrete were addressed. The results of the study revealed that 47% of the ordinary portland cement (OPC) could be replaced by 40% FCA and 7% lime without a decrease in properties of the concrete mixture and, thus, 100% of coarse aggregate can be replaced by FCS aggregates. Microscopic studies such as scanning electron microscopy (SEM), energy dispersive X-ray spectrometry (EDX), and petrography examination established the macrolevel results. Toxicity characteristic leaching procedure (TCLP) test established the environmental soundness.</abstract><cop>Farmington Hills</cop><pub>American Concrete Institute</pub><doi>10.14359/51702008</doi><tpages>10</tpages></addata></record> |
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| source | American Concrete Institute Online Journal Archives |
| subjects | Acid resistance Acids Aggregates Bond strength Bonding strength Byproducts Carbon dioxide Cement Civil engineering Composite materials Compressive strength Concrete Engineering research Environmental testing Filler materials Industrial research Leaching Natural resources Permeability Petrography Portland cements R&D Raw materials Reinforced concrete Research & development Scanning electron microscopy Stone Toxicity Waste materials |
| title | Bond, Permeability, and Acid Resistance Characteristics of Ferrochrome Waste Concrete |
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