Concrete Durability on Polimeric Waste

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dc.creatorKh., Kuldashev
dc.creatorA., Mallayev
dc.creatorSh., Abduvohidov
dc.date2022-04-07
dc.date.accessioned2023-08-21T07:35:38Z
dc.date.available2023-08-21T07:35:38Z
dc.descriptionThere are given physic-properties results of concrete from polymeric material wastes and using of them in building material industry. The amount of complete residue of the coarse aggregate in the № 5 sieve is A20= 43% <50%, and the modulus of coefficient is Ms = 18.56<20, so the waste belongs to the group of coarse aggregates. Prepared mixes, which include wastes and Therefore, in terms of its granular composition, sand is considered suitable for concrete preparation, and it is recommended to improve its quality by adding polymeric waste to its granular composition for use in concrete preparation.   en-US
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dc.formatapplication/pdf
dc.identifierhttps://ejlss.indexedresearch.org/index.php/ejlss/article/view/560
dc.identifier.urihttp://dspace.umsida.ac.id/handle/123456789/12007
dc.languageeng
dc.publisherInternational Journals of Sciences and High Technologiesen-US
dc.relationhttps://ejlss.indexedresearch.org/index.php/ejlss/article/view/560/604
dc.relationhttps://ejlss.indexedresearch.org/index.php/ejlss/article/view/560/625
dc.sourceEuropean Journal of Life Safety and Stability (2660-9630); Vol. 16 (2022): EJLSS; 7-9en-US
dc.source2660-9630
dc.subjectFractionen-US
dc.subjectgranularityen-US
dc.subjectdensityen-US
dc.subjectporosityen-US
dc.subjectconcreteen-US
dc.titleConcrete Durability on Polimeric Wasteen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US
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European Journal of Life Safety and Stability (2660-9630)