Concrete Products from Waste Materials
dc.creator | A., Kuldasheva | |
dc.creator | M., Rajabboyev | |
dc.creator | A., Mallayev | |
dc.date | 2022-01-11 | |
dc.date.accessioned | 2023-08-21T07:35:14Z | |
dc.date.available | 2023-08-21T07:35:14Z | |
dc.description | There are given physic-properties results of waste analysis 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= 39% <50%, and the modulus of coefficient is Ms = 19.51 <20, so the waste belongs to the group of coarse aggregates. 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 |
dc.format | application/pdf | |
dc.identifier | https://ejlss.indexedresearch.org/index.php/ejlss/article/view/411 | |
dc.identifier.uri | http://dspace.umsida.ac.id/handle/123456789/11867 | |
dc.language | eng | |
dc.publisher | International Journals of Sciences and High Technologies | en-US |
dc.relation | https://ejlss.indexedresearch.org/index.php/ejlss/article/view/411/455 | |
dc.rights | Copyright (c) 2022 European Journal of Life Safety and Stability (2660-9630) | en-US |
dc.source | European Journal of Life Safety and Stability (2660-9630); Vol. 13 (2022): EJLSS; 36-39 | en-US |
dc.source | 2660-9630 | |
dc.subject | Fraction | en-US |
dc.subject | granularity | en-US |
dc.subject | density | en-US |
dc.subject | porosity | en-US |
dc.title | Concrete Products from Waste Materials | en-US |
dc.type | info:eu-repo/semantics/article | |
dc.type | info:eu-repo/semantics/publishedVersion | |
dc.type | Peer-reviewed Article | en-US |