Influence of Micro- and Nanoclays on Fresh State of Concrete
The processing of cement and concrete in its fresh state has become a crucial part of today's construction industry. Concretes such as self-consolidating concrete, shotcrete, and extruded cement-based materials have found wide application in the national infrastructure. These engineered materia...
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description | The processing of cement and concrete in its fresh state has become a crucial part of today's construction industry. Concretes such as self-consolidating concrete, shotcrete, and extruded cement-based materials have found wide application in the national infrastructure. These engineered materials rely on their rheology during the first few hours after casting to achieve superior performance. This paper discusses the use of micro- and nanoclays to tailor the balance between a concrete's ability to consolidate under minimal energy before processing and to achieve shape stability afterwards. A concrete has been developed for use in slipform paving to mitigate durability issues resulting from improper consolidation. This concrete, termed “slipform self-consolidating concrete,” is one that consolidates under minimal energy yet retains shape stability after slip-forming, thus eliminating internal vibration and associated durability problems. The finished product is a pavement with smooth surfaces and straight edges without the use of formwork. In this investigation, a multi-scale approach is used to demonstrate the effects of micro- and nanoclays on the cement microstructure, the concrete's early-age strength properties, and the slipform processing itself. Results show a clear relationship between all levels of analysis, and specifically they show how clays can increase shape stability with only a minimal loss in flowability. |
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Concretes such as self-consolidating concrete, shotcrete, and extruded cement-based materials have found wide application in the national infrastructure. These engineered materials rely on their rheology during the first few hours after casting to achieve superior performance. This paper discusses the use of micro- and nanoclays to tailor the balance between a concrete's ability to consolidate under minimal energy before processing and to achieve shape stability afterwards. A concrete has been developed for use in slipform paving to mitigate durability issues resulting from improper consolidation. This concrete, termed “slipform self-consolidating concrete,” is one that consolidates under minimal energy yet retains shape stability after slip-forming, thus eliminating internal vibration and associated durability problems. The finished product is a pavement with smooth surfaces and straight edges without the use of formwork. In this investigation, a multi-scale approach is used to demonstrate the effects of micro- and nanoclays on the cement microstructure, the concrete's early-age strength properties, and the slipform processing itself. 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Concretes such as self-consolidating concrete, shotcrete, and extruded cement-based materials have found wide application in the national infrastructure. These engineered materials rely on their rheology during the first few hours after casting to achieve superior performance. This paper discusses the use of micro- and nanoclays to tailor the balance between a concrete's ability to consolidate under minimal energy before processing and to achieve shape stability afterwards. A concrete has been developed for use in slipform paving to mitigate durability issues resulting from improper consolidation. This concrete, termed “slipform self-consolidating concrete,” is one that consolidates under minimal energy yet retains shape stability after slip-forming, thus eliminating internal vibration and associated durability problems. The finished product is a pavement with smooth surfaces and straight edges without the use of formwork. In this investigation, a multi-scale approach is used to demonstrate the effects of micro- and nanoclays on the cement microstructure, the concrete's early-age strength properties, and the slipform processing itself. Results show a clear relationship between all levels of analysis, and specifically they show how clays can increase shape stability with only a minimal loss in flowability.</description><subject>Cements</subject><subject>Clays</subject><subject>Concrete construction</subject><subject>Concrete industry</subject><subject>Concretes</subject><subject>Consolidation</subject><subject>Construction industry</subject><subject>Durability</subject><subject>Energy use</subject><subject>Extrusion</subject><subject>Formwork</subject><subject>Infrastructure</subject><subject>Microstructure</subject><subject>Nanocomposites</subject><subject>Nanomaterials</subject><subject>Nanostructure</subject><subject>Pavements</subject><subject>Paving</subject><subject>Rheocasting</subject><subject>Rheology</subject><subject>Shotcrete</subject><subject>Slipforming</subject><subject>Stability</subject><subject>Strength</subject><subject>Vibration</subject><issn>0361-1981</issn><issn>2169-4052</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNplkEFLAzEQhYMoWKv4F3IQPK1mkuymC16kWC1UPajnME1ntWWb1GT30H_f1AoevMwwMx_De4-xSxA3CjTcylwKkEdsIKGqCy1KecwGQlV5W4_glJ2ltBJCKW3UgN1NfdP25B3x0PDnpYuh4OgX_AV9cC1uEw-eTyKlL_7WYfeDjYN3kTo6ZycNtokufvuQfUwe3sdPxez1cTq-nxUuK-oKUwtUaITRhKoESdo0CEhuLrQB5fLkaFGBrsmUykhZ5QOJOcpyBKAbNWTXh7-bGL57Sp1dL5OjtkVPoU_WjAwIKYz6I7OPlCI1dhOXa4xbC8Lu47H7eCzITF4dyISfZFehjz5b-IftAG0bX8Y</recordid><startdate>20100101</startdate><enddate>20100101</enddate><creator>Tregger, Nathan</creator><creator>Pakula, Margaret</creator><creator>Shah, Surendra P.</creator><general>SAGE Publications</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20100101</creationdate><title>Influence of Micro- and Nanoclays on Fresh State of Concrete</title><author>Tregger, Nathan ; Pakula, Margaret ; Shah, Surendra P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c314t-790a3a7074ea3512e47fa1aecb04713c7faced6149e7537226b04e0ba258114f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Cements</topic><topic>Clays</topic><topic>Concrete construction</topic><topic>Concrete industry</topic><topic>Concretes</topic><topic>Consolidation</topic><topic>Construction industry</topic><topic>Durability</topic><topic>Energy use</topic><topic>Extrusion</topic><topic>Formwork</topic><topic>Infrastructure</topic><topic>Microstructure</topic><topic>Nanocomposites</topic><topic>Nanomaterials</topic><topic>Nanostructure</topic><topic>Pavements</topic><topic>Paving</topic><topic>Rheocasting</topic><topic>Rheology</topic><topic>Shotcrete</topic><topic>Slipforming</topic><topic>Stability</topic><topic>Strength</topic><topic>Vibration</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tregger, Nathan</creatorcontrib><creatorcontrib>Pakula, Margaret</creatorcontrib><creatorcontrib>Shah, Surendra P.</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Transportation research record</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tregger, Nathan</au><au>Pakula, Margaret</au><au>Shah, Surendra P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Influence of Micro- and Nanoclays on Fresh State of Concrete</atitle><jtitle>Transportation research record</jtitle><date>2010-01-01</date><risdate>2010</risdate><volume>2141</volume><issue>1</issue><spage>68</spage><epage>74</epage><pages>68-74</pages><issn>0361-1981</issn><eissn>2169-4052</eissn><abstract>The processing of cement and concrete in its fresh state has become a crucial part of today's construction industry. 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In this investigation, a multi-scale approach is used to demonstrate the effects of micro- and nanoclays on the cement microstructure, the concrete's early-age strength properties, and the slipform processing itself. Results show a clear relationship between all levels of analysis, and specifically they show how clays can increase shape stability with only a minimal loss in flowability.</abstract><cop>Los Angeles, CA</cop><pub>SAGE Publications</pub><doi>10.3141/2141-12</doi><tpages>7</tpages></addata></record> |
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source | SAGE Complete A-Z List |
subjects | Cements Clays Concrete construction Concrete industry Concretes Consolidation Construction industry Durability Energy use Extrusion Formwork Infrastructure Microstructure Nanocomposites Nanomaterials Nanostructure Pavements Paving Rheocasting Rheology Shotcrete Slipforming Stability Strength Vibration |
title | Influence of Micro- and Nanoclays on Fresh State of Concrete |
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