Experimental Study on Optimal Design of Permeable Concrete Mix Ratio

This experiment aimed to develop a new type of permeable concrete with high strength,with various mix ratio designs tried.In addition,the effects of various mix ratio designs on the compressive strength and permeability performance of permeable concrete were studied,and the optimization design schem...

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Main Authors: WANG Baoqiang, LIAO Fangzhen
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2023-01-01
Series:Renmin Zhujiang
Subjects:
Online Access:http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2023.11.015
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author WANG Baoqiang
LIAO Fangzhen
author_facet WANG Baoqiang
LIAO Fangzhen
author_sort WANG Baoqiang
collection DOAJ
description This experiment aimed to develop a new type of permeable concrete with high strength,with various mix ratio designs tried.In addition,the effects of various mix ratio designs on the compressive strength and permeability performance of permeable concrete were studied,and the optimization design scheme of the optimal aggregate and mix ratio of permeable concrete was proposed.The study shows that in permeable concrete,the high-efficiency water-reducing agent is effective in assisting silica fume dispersion;the use of mechanism sand can improve the compressive strength of permeable concrete;after adding fine aggregate and admixture,the optimal water-cement ratio is 0.32;the compressive strength after 28 d is improved,and the permeability is greater than 2 mm/s;when the structural strength requirement of permeable concrete pavement is not high,or when there is special concern about pavement clogging in a longer period of use,a higher water-cement ratio of 0.36 can be used.
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institution Kabale University
issn 1001-9235
language zho
publishDate 2023-01-01
publisher Editorial Office of Pearl River
record_format Article
series Renmin Zhujiang
spelling doaj-art-382bb86e650649d999d25351a07643722025-01-15T02:21:28ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352023-01-014447636581Experimental Study on Optimal Design of Permeable Concrete Mix RatioWANG BaoqiangLIAO FangzhenThis experiment aimed to develop a new type of permeable concrete with high strength,with various mix ratio designs tried.In addition,the effects of various mix ratio designs on the compressive strength and permeability performance of permeable concrete were studied,and the optimization design scheme of the optimal aggregate and mix ratio of permeable concrete was proposed.The study shows that in permeable concrete,the high-efficiency water-reducing agent is effective in assisting silica fume dispersion;the use of mechanism sand can improve the compressive strength of permeable concrete;after adding fine aggregate and admixture,the optimal water-cement ratio is 0.32;the compressive strength after 28 d is improved,and the permeability is greater than 2 mm/s;when the structural strength requirement of permeable concrete pavement is not high,or when there is special concern about pavement clogging in a longer period of use,a higher water-cement ratio of 0.36 can be used.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2023.11.015permeable concretepermeabilitymix ratio optimizationmicrostructure
spellingShingle WANG Baoqiang
LIAO Fangzhen
Experimental Study on Optimal Design of Permeable Concrete Mix Ratio
Renmin Zhujiang
permeable concrete
permeability
mix ratio optimization
microstructure
title Experimental Study on Optimal Design of Permeable Concrete Mix Ratio
title_full Experimental Study on Optimal Design of Permeable Concrete Mix Ratio
title_fullStr Experimental Study on Optimal Design of Permeable Concrete Mix Ratio
title_full_unstemmed Experimental Study on Optimal Design of Permeable Concrete Mix Ratio
title_short Experimental Study on Optimal Design of Permeable Concrete Mix Ratio
title_sort experimental study on optimal design of permeable concrete mix ratio
topic permeable concrete
permeability
mix ratio optimization
microstructure
url http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2023.11.015
work_keys_str_mv AT wangbaoqiang experimentalstudyonoptimaldesignofpermeableconcretemixratio
AT liaofangzhen experimentalstudyonoptimaldesignofpermeableconcretemixratio