Evaluation of destruction specific energy of fly ash and slag admixed concrete interlocking paving blocks (CIPB)
Concrete interlocking paving blocks (CIPB) are widely used in flooring and covering applications such as city roads, pedestrian foots, gardening architecture and many surface coverings. The focus of this study is to evaluate destruction specific energy (SE des) of CIPB containing fly ash and blast-f...
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Veröffentlicht in: | Construction & building materials 2008-07, Vol.22 (7), p.1507-1514 |
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description | Concrete interlocking paving blocks (CIPB) are widely used in flooring and covering applications such as city roads, pedestrian foots, gardening architecture and many surface coverings. The focus of this study is to evaluate destruction specific energy (SE
des) of CIPB containing fly ash and blast-furnace slag at different curing conditions. The SE
des is estimated from the area (integral) under stress–strain envelope for an unconfined compression test. This method provides a better understanding between performance and the main mechanical character of CIPB. Compressive strength, splitting tensile and flexural tensile strengths, rebound hardness and abrasion resistance tests at 3, 7, 28, 90 and 180 days were carried out. The test results showed that fly ash (FA) and blast-furnace slag (BFS) can replace the cement by amounts of 10–20%, 30–40% of mass, respectively. This helps to produce CIPB with lower cost and better engineering properties. The relationship between SE
des, strength, hardness and abrasion are defined for CIPB. |
doi_str_mv | 10.1016/j.conbuildmat.2007.03.028 |
format | Article |
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des) of CIPB containing fly ash and blast-furnace slag at different curing conditions. The SE
des is estimated from the area (integral) under stress–strain envelope for an unconfined compression test. This method provides a better understanding between performance and the main mechanical character of CIPB. Compressive strength, splitting tensile and flexural tensile strengths, rebound hardness and abrasion resistance tests at 3, 7, 28, 90 and 180 days were carried out. The test results showed that fly ash (FA) and blast-furnace slag (BFS) can replace the cement by amounts of 10–20%, 30–40% of mass, respectively. This helps to produce CIPB with lower cost and better engineering properties. The relationship between SE
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des) of CIPB containing fly ash and blast-furnace slag at different curing conditions. The SE
des is estimated from the area (integral) under stress–strain envelope for an unconfined compression test. This method provides a better understanding between performance and the main mechanical character of CIPB. Compressive strength, splitting tensile and flexural tensile strengths, rebound hardness and abrasion resistance tests at 3, 7, 28, 90 and 180 days were carried out. The test results showed that fly ash (FA) and blast-furnace slag (BFS) can replace the cement by amounts of 10–20%, 30–40% of mass, respectively. This helps to produce CIPB with lower cost and better engineering properties. The relationship between SE
des, strength, hardness and abrasion are defined for CIPB.</description><subject>Blast-furnace slag</subject><subject>Blast-furnaces</subject><subject>Concrete</subject><subject>Concrete paving block</subject><subject>Destruction specific energy</subject><subject>Equipment and supplies</subject><subject>Fly ash</subject><subject>Fracture toughness</subject><subject>Production processes</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqNUT2P1DAQjRBILAf_wTQIigR_bOykPFYHd9JJUEBtOfY4eHHsYCer23-Pw1JccQWaYjQz7z3NzKuqtwQ3BBP-8djoGIbVeTOppaEYiwazBtPuWbUjnehr3FL-vNrhvsU15qR7Wb3K-Ygx5pTTXTXfnJRf1eJiQNEiA3lJq_5b5hm0s04jCJDG8za2_oxU_olUMCh7NSJlJvcABpUldIIFkAsLJB_1LxdGNKvTloatzuj94e7bpw-vqxdW-Qxv_uWr6sfnm--H2_r-65e7w_V9rfe0X2qB9aA07_WgQXVKDMLwvWhBdEANpcK2ZlCW8p5C13EBxg4GhGrLAxi2pGdX1buL7pzi77WcJSeXNXivAsQ1S7ZnPWsZLsD6AhyVB-mCjUtSetyOVj4GsK60r4noW8Zawgu-eQJfwsDk9JOE_kLQKeacwMo5uUmlsyRYbibKo3xkotxMlJjJYmLhHi5cKK86OUgyawdBg3EJ9CJNdP-h8ge4ba1H</recordid><startdate>20080701</startdate><enddate>20080701</enddate><creator>Atici, U.</creator><creator>Ersoy, A.</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20080701</creationdate><title>Evaluation of destruction specific energy of fly ash and slag admixed concrete interlocking paving blocks (CIPB)</title><author>Atici, U. ; Ersoy, A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c429t-70cbac69cbcea8a7b7d6475e78e2d227f5dbaf2692e8867edfbde7a500730f193</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Blast-furnace slag</topic><topic>Blast-furnaces</topic><topic>Concrete</topic><topic>Concrete paving block</topic><topic>Destruction specific energy</topic><topic>Equipment and supplies</topic><topic>Fly ash</topic><topic>Fracture toughness</topic><topic>Production processes</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Atici, U.</creatorcontrib><creatorcontrib>Ersoy, A.</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Atici, U.</au><au>Ersoy, A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluation of destruction specific energy of fly ash and slag admixed concrete interlocking paving blocks (CIPB)</atitle><jtitle>Construction & building materials</jtitle><date>2008-07-01</date><risdate>2008</risdate><volume>22</volume><issue>7</issue><spage>1507</spage><epage>1514</epage><pages>1507-1514</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>Concrete interlocking paving blocks (CIPB) are widely used in flooring and covering applications such as city roads, pedestrian foots, gardening architecture and many surface coverings. The focus of this study is to evaluate destruction specific energy (SE
des) of CIPB containing fly ash and blast-furnace slag at different curing conditions. The SE
des is estimated from the area (integral) under stress–strain envelope for an unconfined compression test. This method provides a better understanding between performance and the main mechanical character of CIPB. Compressive strength, splitting tensile and flexural tensile strengths, rebound hardness and abrasion resistance tests at 3, 7, 28, 90 and 180 days were carried out. The test results showed that fly ash (FA) and blast-furnace slag (BFS) can replace the cement by amounts of 10–20%, 30–40% of mass, respectively. This helps to produce CIPB with lower cost and better engineering properties. The relationship between SE
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subjects | Blast-furnace slag Blast-furnaces Concrete Concrete paving block Destruction specific energy Equipment and supplies Fly ash Fracture toughness Production processes |
title | Evaluation of destruction specific energy of fly ash and slag admixed concrete interlocking paving blocks (CIPB) |
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