Characteristics of pervious concrete using incineration bottom ash in place of sandstone graded material
•The incineration bottom ash replaced the aggregate of pervious concrete.•Bottom ash (#4) and water-cement ratio 0.55 has maximum compressive strength.•Compressive strength of permeable bricks is higher than traditional red bricks.•Permeability coefficients reach requirement of permeable pavement (1...
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Veröffentlicht in: | Construction & building materials 2016-05, Vol.111, p.618-624 |
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creator | Wu, Min-Hao Lin, Chiou-Liang Huang, Wei-Chieh Chen, Jing-Wen |
description | •The incineration bottom ash replaced the aggregate of pervious concrete.•Bottom ash (#4) and water-cement ratio 0.55 has maximum compressive strength.•Compressive strength of permeable bricks is higher than traditional red bricks.•Permeability coefficients reach requirement of permeable pavement (10−2cm/s).•It is recommended for general bicycle ways, sidewalks or landscaping.
The effects of replacing sandstone with incineration bottom ash and different water-to-cement ratios and aggregate sizes in pervious concrete bricks preparation were investigated. Among the various permeable brick specimens, the compressive strengths of 11 different mix proportions exceeded that of traditional red bricks (by 14MPa), and was maximum for the specimen with bottom ash aggregate size #4 and a water-to-cement ratio 0.55. The permeability coefficients, although smaller than that of general pervious concrete, were within general permeable pavement specifications (10−2cm/s). Therefore, it is recommended for general bicycle ways, sidewalks, and landscaping, not roads with high traffic flow. |
doi_str_mv | 10.1016/j.conbuildmat.2016.02.146 |
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The effects of replacing sandstone with incineration bottom ash and different water-to-cement ratios and aggregate sizes in pervious concrete bricks preparation were investigated. Among the various permeable brick specimens, the compressive strengths of 11 different mix proportions exceeded that of traditional red bricks (by 14MPa), and was maximum for the specimen with bottom ash aggregate size #4 and a water-to-cement ratio 0.55. The permeability coefficients, although smaller than that of general pervious concrete, were within general permeable pavement specifications (10−2cm/s). Therefore, it is recommended for general bicycle ways, sidewalks, and landscaping, not roads with high traffic flow.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2016.02.146</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Concrete ; Incineration ; Incineration bottom ash ; Permeability ; Permeable pavement ; Pervious concrete ; Sandstone</subject><ispartof>Construction & building materials, 2016-05, Vol.111, p.618-624</ispartof><rights>2016</rights><rights>COPYRIGHT 2016 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c504t-173353c94cf3282a133259738c5dbb73429ec9297c6045c3c9aa7a61848f1e653</citedby><cites>FETCH-LOGICAL-c504t-173353c94cf3282a133259738c5dbb73429ec9297c6045c3c9aa7a61848f1e653</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0950061816302045$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Wu, Min-Hao</creatorcontrib><creatorcontrib>Lin, Chiou-Liang</creatorcontrib><creatorcontrib>Huang, Wei-Chieh</creatorcontrib><creatorcontrib>Chen, Jing-Wen</creatorcontrib><title>Characteristics of pervious concrete using incineration bottom ash in place of sandstone graded material</title><title>Construction & building materials</title><description>•The incineration bottom ash replaced the aggregate of pervious concrete.•Bottom ash (#4) and water-cement ratio 0.55 has maximum compressive strength.•Compressive strength of permeable bricks is higher than traditional red bricks.•Permeability coefficients reach requirement of permeable pavement (10−2cm/s).•It is recommended for general bicycle ways, sidewalks or landscaping.
The effects of replacing sandstone with incineration bottom ash and different water-to-cement ratios and aggregate sizes in pervious concrete bricks preparation were investigated. Among the various permeable brick specimens, the compressive strengths of 11 different mix proportions exceeded that of traditional red bricks (by 14MPa), and was maximum for the specimen with bottom ash aggregate size #4 and a water-to-cement ratio 0.55. The permeability coefficients, although smaller than that of general pervious concrete, were within general permeable pavement specifications (10−2cm/s). Therefore, it is recommended for general bicycle ways, sidewalks, and landscaping, not roads with high traffic flow.</description><subject>Analysis</subject><subject>Concrete</subject><subject>Incineration</subject><subject>Incineration bottom ash</subject><subject>Permeability</subject><subject>Permeable pavement</subject><subject>Pervious concrete</subject><subject>Sandstone</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkU1r3DAQhkVoINs0_0Gl19rVhz-PYWnTQqCX9izk8dirxZYWjTbQf1-Z7SGBPRTBCIbnfZmZl7GPUpRSyObLsYTgh7NbxtWmUuVWKVQpq-aG7WTX9oWoVfOO7URfi0I0srtj74mOQohGNWrHDvuDjRYSRkfJAfEw8RPGFxfOxLM1REzIz-T8zJ0H5zHa5ILnQ0gprNzSIff5abGAm5asHykFj3yOdsSR57Gyt10-sNvJLoQP__579vvb11_778Xzz6cf-8fnAmpRpUK2Wtca-gomrTplpdaq7lvdQT0OQ6sr1SP0qm-hEVUNmbS2tXmvqpskNrW-Z58uvrNd0Dg_hZT3Wx2BeazqrhNaiTZTxRVqxm29JU8_udx-w5dX-PxGXB1cFXx-JRi2AyLlQm4-JJrtmegt3l9wiIEo4mRO0a02_jFSmC1oczSvgjZb0EYok4PO2v1Fi_msLw6jIXDoAUcXEZIZg_sPl79rtbb-</recordid><startdate>20160515</startdate><enddate>20160515</enddate><creator>Wu, Min-Hao</creator><creator>Lin, Chiou-Liang</creator><creator>Huang, Wei-Chieh</creator><creator>Chen, Jing-Wen</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>20160515</creationdate><title>Characteristics of pervious concrete using incineration bottom ash in place of sandstone graded material</title><author>Wu, Min-Hao ; Lin, Chiou-Liang ; Huang, Wei-Chieh ; Chen, Jing-Wen</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c504t-173353c94cf3282a133259738c5dbb73429ec9297c6045c3c9aa7a61848f1e653</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Analysis</topic><topic>Concrete</topic><topic>Incineration</topic><topic>Incineration bottom ash</topic><topic>Permeability</topic><topic>Permeable pavement</topic><topic>Pervious concrete</topic><topic>Sandstone</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wu, Min-Hao</creatorcontrib><creatorcontrib>Lin, Chiou-Liang</creatorcontrib><creatorcontrib>Huang, Wei-Chieh</creatorcontrib><creatorcontrib>Chen, Jing-Wen</creatorcontrib><collection>CrossRef</collection><collection>Gale Business Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wu, Min-Hao</au><au>Lin, Chiou-Liang</au><au>Huang, Wei-Chieh</au><au>Chen, Jing-Wen</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Characteristics of pervious concrete using incineration bottom ash in place of sandstone graded material</atitle><jtitle>Construction & building materials</jtitle><date>2016-05-15</date><risdate>2016</risdate><volume>111</volume><spage>618</spage><epage>624</epage><pages>618-624</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•The incineration bottom ash replaced the aggregate of pervious concrete.•Bottom ash (#4) and water-cement ratio 0.55 has maximum compressive strength.•Compressive strength of permeable bricks is higher than traditional red bricks.•Permeability coefficients reach requirement of permeable pavement (10−2cm/s).•It is recommended for general bicycle ways, sidewalks or landscaping.
The effects of replacing sandstone with incineration bottom ash and different water-to-cement ratios and aggregate sizes in pervious concrete bricks preparation were investigated. Among the various permeable brick specimens, the compressive strengths of 11 different mix proportions exceeded that of traditional red bricks (by 14MPa), and was maximum for the specimen with bottom ash aggregate size #4 and a water-to-cement ratio 0.55. The permeability coefficients, although smaller than that of general pervious concrete, were within general permeable pavement specifications (10−2cm/s). Therefore, it is recommended for general bicycle ways, sidewalks, and landscaping, not roads with high traffic flow.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2016.02.146</doi><tpages>7</tpages></addata></record> |
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subjects | Analysis Concrete Incineration Incineration bottom ash Permeability Permeable pavement Pervious concrete Sandstone |
title | Characteristics of pervious concrete using incineration bottom ash in place of sandstone graded material |
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