Mortar Shrinkage and Flexure Bond Strength of Stabilized Soil Brick Masonry
AbstractThe bond development between the masonry materials is influenced by the characteristics of the masonry unit and the mortar. The mortar, sandwiched between the masonry units, undergoes shrinkage. The paper is focused on understanding the role of mortar shrinkage on the flexure bond strength o...
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| Veröffentlicht in: | Journal of materials in civil engineering 2018-05, Vol.30 (5) |
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| creator | Venkatarama Reddy, B. V Latha, M. S |
| description | AbstractThe bond development between the masonry materials is influenced by the characteristics of the masonry unit and the mortar. The mortar, sandwiched between the masonry units, undergoes shrinkage. The paper is focused on understanding the role of mortar shrinkage on the flexure bond strength of cement-stabilized soil brick (CSSB) masonry using cement-lime mortar (CLM). The mortar shrinkage was varied by varying the consistency/flow. Flexure bond strength of CSSB masonry prisms using CLM mortar having different flow values was measured. Relationships between the mortar flow and the drying shrinkage as well as between the mortar drying shrinkage and the masonry flexure bond strength were established. The results reveal that the mortar drying shrinkage increases with the increase in the flow or consistency of the mortar, and the relationship is linear. Also, the flexure bond strength of the CSSB masonry increases with an increase in the drying shrinkage of CLM mortar and the relationship is linear. The results suggest that it is better to use higher flow value mortars, for achieving better bond strength for CSSB masonry. |
| doi_str_mv | 10.1061/(ASCE)MT.1943-5533.0002280 |
| format | Article |
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V ; Latha, M. S</creator><creatorcontrib>Venkatarama Reddy, B. V ; Latha, M. S</creatorcontrib><description>AbstractThe bond development between the masonry materials is influenced by the characteristics of the masonry unit and the mortar. The mortar, sandwiched between the masonry units, undergoes shrinkage. The paper is focused on understanding the role of mortar shrinkage on the flexure bond strength of cement-stabilized soil brick (CSSB) masonry using cement-lime mortar (CLM). The mortar shrinkage was varied by varying the consistency/flow. Flexure bond strength of CSSB masonry prisms using CLM mortar having different flow values was measured. Relationships between the mortar flow and the drying shrinkage as well as between the mortar drying shrinkage and the masonry flexure bond strength were established. The results reveal that the mortar drying shrinkage increases with the increase in the flow or consistency of the mortar, and the relationship is linear. Also, the flexure bond strength of the CSSB masonry increases with an increase in the drying shrinkage of CLM mortar and the relationship is linear. The results suggest that it is better to use higher flow value mortars, for achieving better bond strength for CSSB masonry.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)MT.1943-5533.0002280</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Bond strength ; Bonding strength ; Brickwork ; Building materials ; Case Studies ; Case Study ; Civil engineering ; Consistency ; Drying ; Flexing ; Lime soil stabilization ; Masonry ; Masonry materials ; Mortars (material) ; Prisms ; Production methods ; Shrinkage ; Soil lime ; Soil shrinkage ; Soil stabilization ; Soil strength</subject><ispartof>Journal of materials in civil engineering, 2018-05, Vol.30 (5)</ispartof><rights>2018 American Society of Civil Engineers</rights><rights>Copyright American Society of Civil Engineers May 2018</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-b15900f3a39378d4927df5a385b50812f32cfedb3945b1a6c564e0627c6456233</citedby><cites>FETCH-LOGICAL-a337t-b15900f3a39378d4927df5a385b50812f32cfedb3945b1a6c564e0627c6456233</cites><orcidid>0000-0003-0936-5594</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)MT.1943-5533.0002280$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0002280$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids></links><search><creatorcontrib>Venkatarama Reddy, B. V</creatorcontrib><creatorcontrib>Latha, M. S</creatorcontrib><title>Mortar Shrinkage and Flexure Bond Strength of Stabilized Soil Brick Masonry</title><title>Journal of materials in civil engineering</title><description>AbstractThe bond development between the masonry materials is influenced by the characteristics of the masonry unit and the mortar. The mortar, sandwiched between the masonry units, undergoes shrinkage. The paper is focused on understanding the role of mortar shrinkage on the flexure bond strength of cement-stabilized soil brick (CSSB) masonry using cement-lime mortar (CLM). The mortar shrinkage was varied by varying the consistency/flow. Flexure bond strength of CSSB masonry prisms using CLM mortar having different flow values was measured. Relationships between the mortar flow and the drying shrinkage as well as between the mortar drying shrinkage and the masonry flexure bond strength were established. The results reveal that the mortar drying shrinkage increases with the increase in the flow or consistency of the mortar, and the relationship is linear. Also, the flexure bond strength of the CSSB masonry increases with an increase in the drying shrinkage of CLM mortar and the relationship is linear. The results suggest that it is better to use higher flow value mortars, for achieving better bond strength for CSSB masonry.</description><subject>Bond strength</subject><subject>Bonding strength</subject><subject>Brickwork</subject><subject>Building materials</subject><subject>Case Studies</subject><subject>Case Study</subject><subject>Civil engineering</subject><subject>Consistency</subject><subject>Drying</subject><subject>Flexing</subject><subject>Lime soil stabilization</subject><subject>Masonry</subject><subject>Masonry materials</subject><subject>Mortars (material)</subject><subject>Prisms</subject><subject>Production methods</subject><subject>Shrinkage</subject><subject>Soil lime</subject><subject>Soil shrinkage</subject><subject>Soil stabilization</subject><subject>Soil strength</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp1kFFPwjAUhRujiYj-h0Zf9GF4267d6hsQUCOLD-Bz020dDOaK7UjEX-8WUJ98uveenHNu8iF0TWBAQJD72-F8PLlLFgMiQxZwztgAACiN4QT1frVT1INYyoBwQc7Rhffr1sQghB56SaxrtMPzlSvrjV4arOscTyvzuXMGj2x7zBtn6mWzwrZod52WVfllWtmWFR65MtvgRHtbu_0lOit05c3VcfbR23SyGD8Fs9fH5_FwFmjGoiZICZcABdNMsijOQ0mjvOCaxTzlEBNaMJoVJk-ZDHlKtMi4CA0IGmUi5IIy1kc3h96tsx874xu1tjtXty8VBUJkzKXkrevh4Mqc9d6ZQm1d-a7dXhFQHTylOngqWagOlOpAqSO8NiwOYe0z81f_k_w_-A2te3Gc</recordid><startdate>20180501</startdate><enddate>20180501</enddate><creator>Venkatarama Reddy, B. V</creator><creator>Latha, M. S</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-0936-5594</orcidid></search><sort><creationdate>20180501</creationdate><title>Mortar Shrinkage and Flexure Bond Strength of Stabilized Soil Brick Masonry</title><author>Venkatarama Reddy, B. V ; Latha, M. S</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-b15900f3a39378d4927df5a385b50812f32cfedb3945b1a6c564e0627c6456233</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Bond strength</topic><topic>Bonding strength</topic><topic>Brickwork</topic><topic>Building materials</topic><topic>Case Studies</topic><topic>Case Study</topic><topic>Civil engineering</topic><topic>Consistency</topic><topic>Drying</topic><topic>Flexing</topic><topic>Lime soil stabilization</topic><topic>Masonry</topic><topic>Masonry materials</topic><topic>Mortars (material)</topic><topic>Prisms</topic><topic>Production methods</topic><topic>Shrinkage</topic><topic>Soil lime</topic><topic>Soil shrinkage</topic><topic>Soil stabilization</topic><topic>Soil strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Venkatarama Reddy, B. V</creatorcontrib><creatorcontrib>Latha, M. S</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Venkatarama Reddy, B. V</au><au>Latha, M. S</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mortar Shrinkage and Flexure Bond Strength of Stabilized Soil Brick Masonry</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2018-05-01</date><risdate>2018</risdate><volume>30</volume><issue>5</issue><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>AbstractThe bond development between the masonry materials is influenced by the characteristics of the masonry unit and the mortar. The mortar, sandwiched between the masonry units, undergoes shrinkage. The paper is focused on understanding the role of mortar shrinkage on the flexure bond strength of cement-stabilized soil brick (CSSB) masonry using cement-lime mortar (CLM). The mortar shrinkage was varied by varying the consistency/flow. Flexure bond strength of CSSB masonry prisms using CLM mortar having different flow values was measured. Relationships between the mortar flow and the drying shrinkage as well as between the mortar drying shrinkage and the masonry flexure bond strength were established. The results reveal that the mortar drying shrinkage increases with the increase in the flow or consistency of the mortar, and the relationship is linear. Also, the flexure bond strength of the CSSB masonry increases with an increase in the drying shrinkage of CLM mortar and the relationship is linear. The results suggest that it is better to use higher flow value mortars, for achieving better bond strength for CSSB masonry.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)MT.1943-5533.0002280</doi><orcidid>https://orcid.org/0000-0003-0936-5594</orcidid></addata></record> |
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| language | eng |
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| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Bond strength Bonding strength Brickwork Building materials Case Studies Case Study Civil engineering Consistency Drying Flexing Lime soil stabilization Masonry Masonry materials Mortars (material) Prisms Production methods Shrinkage Soil lime Soil shrinkage Soil stabilization Soil strength |
| title | Mortar Shrinkage and Flexure Bond Strength of Stabilized Soil Brick Masonry |
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