Behaviour of cement mortar containing Iron waste powder as substitute for sand
The effect of replacing the fine aggregate (sand) with iron waste powder was studied. Four mixes of cement mortar with iron waste powder were prepared; two of these groups were prepared without adding SBR (Styrene-butadiene rubbers); while the others were prepared with SBR. These groups were allowed...
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| description | The effect of replacing the fine aggregate (sand) with iron waste powder was studied. Four mixes of cement mortar with iron waste powder were prepared; two of these groups were prepared without adding SBR (Styrene-butadiene rubbers); while the others were prepared with SBR. These groups were allowed to cure for (7 and 28) days. Each of them consists of iron waste powder with 850μm as partial replacing of sand (10, 20, 30%) by weight. The results show an enhancement of strength for each group after measuring the compressive strength and flexural strength. Otherwise the properties (dry density, porosity and water absorption) were improved too. The best results of compressive strength and flexural strength were (32.66 Mpa, 5.0232 Mpa) at 20% without SBR and 30% with SBR, respectively. The lowest result of dry density were (2109.20 Kg/m3) at 10% with SBR, and the water absorption and porosity were (5.05%, 11.06%) at 20% with SBR. It was concluded that the iron waste powder can be utilized as partial replacer of sand with modifying the properties of cement mortar. |
| doi_str_mv | 10.1088/1757-899X/737/1/012064 |
| format | Article |
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Four mixes of cement mortar with iron waste powder were prepared; two of these groups were prepared without adding SBR (Styrene-butadiene rubbers); while the others were prepared with SBR. These groups were allowed to cure for (7 and 28) days. Each of them consists of iron waste powder with 850μm as partial replacing of sand (10, 20, 30%) by weight. The results show an enhancement of strength for each group after measuring the compressive strength and flexural strength. Otherwise the properties (dry density, porosity and water absorption) were improved too. The best results of compressive strength and flexural strength were (32.66 Mpa, 5.0232 Mpa) at 20% without SBR and 30% with SBR, respectively. The lowest result of dry density were (2109.20 Kg/m3) at 10% with SBR, and the water absorption and porosity were (5.05%, 11.06%) at 20% with SBR. It was concluded that the iron waste powder can be utilized as partial replacer of sand with modifying the properties of cement mortar.</description><identifier>ISSN: 1757-8981</identifier><identifier>EISSN: 1757-899X</identifier><identifier>DOI: 10.1088/1757-899X/737/1/012064</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Butadiene ; Compressive strength ; Dry density ; Flexural strength ; Iron ; Mortars (material) ; Porosity ; Sand ; Water absorption</subject><ispartof>IOP conference series. Materials Science and Engineering, 2020-02, Vol.737 (1), p.12064</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>2020. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). 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Materials Science and Engineering</title><addtitle>IOP Conf. Ser.: Mater. Sci. Eng</addtitle><description>The effect of replacing the fine aggregate (sand) with iron waste powder was studied. Four mixes of cement mortar with iron waste powder were prepared; two of these groups were prepared without adding SBR (Styrene-butadiene rubbers); while the others were prepared with SBR. These groups were allowed to cure for (7 and 28) days. Each of them consists of iron waste powder with 850μm as partial replacing of sand (10, 20, 30%) by weight. The results show an enhancement of strength for each group after measuring the compressive strength and flexural strength. Otherwise the properties (dry density, porosity and water absorption) were improved too. The best results of compressive strength and flexural strength were (32.66 Mpa, 5.0232 Mpa) at 20% without SBR and 30% with SBR, respectively. The lowest result of dry density were (2109.20 Kg/m3) at 10% with SBR, and the water absorption and porosity were (5.05%, 11.06%) at 20% with SBR. It was concluded that the iron waste powder can be utilized as partial replacer of sand with modifying the properties of cement mortar.</description><subject>Butadiene</subject><subject>Compressive strength</subject><subject>Dry density</subject><subject>Flexural strength</subject><subject>Iron</subject><subject>Mortars (material)</subject><subject>Porosity</subject><subject>Sand</subject><subject>Water absorption</subject><issn>1757-8981</issn><issn>1757-899X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</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><recordid>eNqFkMFKxDAQhoMouK6-ggS8eKlN0rRJj7rs6sKqBxW8hTRNtIub1CR18e1tqawIgqcZZv75Z-YD4BSjC4w4TzHLWcLL8jllGUtxijBBBd0Dk11jf5dzfAiOQlgjVDBK0QTcXelX-dG4zkNnoNIbbSPcOB-lh8rZKBvb2Be49M7CrQxRw9Zta-2hDDB0VYhN7PqicR4GaetjcGDkW9An33EKnhbzx9lNsrq_Xs4uV4mitIhJZqSUtamKkmDCjco4QaxSmCtGMsww5xwpySQz1NCs0KbOS2LyihlZ5zk22RScjb6td--dDlGs-xdsv1KQvMBlSXuXXlWMKuVdCF4b0fpmI_2nwEgM7MSARQyIRM9OYDGy6wfPx8HGtT_Otw_zXzLR1sMl5A_pP_5f6DF-2w</recordid><startdate>20200201</startdate><enddate>20200201</enddate><creator>Fahad, Besma M</creator><creator>jassim, K S</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</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>HCIFZ</scope><scope>KB.</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20200201</creationdate><title>Behaviour of cement mortar containing Iron waste powder as substitute for sand</title><author>Fahad, Besma M ; jassim, K S</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c446t-3faaadfb692128fc38207bc18c7231718880ca7a7f4f436efd592f5b7fad551f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Butadiene</topic><topic>Compressive strength</topic><topic>Dry density</topic><topic>Flexural strength</topic><topic>Iron</topic><topic>Mortars (material)</topic><topic>Porosity</topic><topic>Sand</topic><topic>Water absorption</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Fahad, Besma M</creatorcontrib><creatorcontrib>jassim, K S</creatorcontrib><collection>Institute of Physics Open Access Journal Titles</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Science Database</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</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>Engineering Collection</collection><jtitle>IOP conference series. Materials Science and Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Fahad, Besma M</au><au>jassim, K S</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Behaviour of cement mortar containing Iron waste powder as substitute for sand</atitle><jtitle>IOP conference series. Materials Science and Engineering</jtitle><addtitle>IOP Conf. Ser.: Mater. Sci. Eng</addtitle><date>2020-02-01</date><risdate>2020</risdate><volume>737</volume><issue>1</issue><spage>12064</spage><pages>12064-</pages><issn>1757-8981</issn><eissn>1757-899X</eissn><abstract>The effect of replacing the fine aggregate (sand) with iron waste powder was studied. Four mixes of cement mortar with iron waste powder were prepared; two of these groups were prepared without adding SBR (Styrene-butadiene rubbers); while the others were prepared with SBR. These groups were allowed to cure for (7 and 28) days. Each of them consists of iron waste powder with 850μm as partial replacing of sand (10, 20, 30%) by weight. The results show an enhancement of strength for each group after measuring the compressive strength and flexural strength. Otherwise the properties (dry density, porosity and water absorption) were improved too. The best results of compressive strength and flexural strength were (32.66 Mpa, 5.0232 Mpa) at 20% without SBR and 30% with SBR, respectively. The lowest result of dry density were (2109.20 Kg/m3) at 10% with SBR, and the water absorption and porosity were (5.05%, 11.06%) at 20% with SBR. It was concluded that the iron waste powder can be utilized as partial replacer of sand with modifying the properties of cement mortar.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1757-899X/737/1/012064</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record> |
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| subjects | Butadiene Compressive strength Dry density Flexural strength Iron Mortars (material) Porosity Sand Water absorption |
| title | Behaviour of cement mortar containing Iron waste powder as substitute for sand |
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