Concrete Durability on Polimeric Waste
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Keywords

Fraction
granularity
density
porosity
concrete

How to Cite

Kh., K. ., A., M. ., & Sh., A. . (2022). Concrete Durability on Polimeric Waste. European Journal of Life Safety and Stability (2660-9630), 16, 7-9. Retrieved from http://ejlss.indexedresearch.org/index.php/ejlss/article/view/560

Abstract

There 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.   

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References

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Kuldashev, K., Ibragimov, K., &Mannatov, B. (2021). PROTECTIONOF SEISMIC-STABILITYOF LARGE-PANEL BUILDINGS. European Journal of Life Safety and Stability (2660-9630), 5, 1-5.

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