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<dc:title xml:lang="pl"><![CDATA[Performance of Concrete Containing Partial Granite and Tiling Wastes as Fine Aggregate]]></dc:title>
<dc:creator><![CDATA[Kherraf, Leila]]></dc:creator>
<dc:creator><![CDATA[Kherraf, Sihem]]></dc:creator>
<dc:creator><![CDATA[Hebhoub, Houria]]></dc:creator>
<dc:creator><![CDATA[Belachia, Mouloud]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[Tiling sand]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[granite sand]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[concrete]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mechanical performance]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[durability]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The objective of this paper is to study the properties of different compositions of concrete made by substituting sand made of crushed limestone, which is over-exploited in Algeria, by two types of sands produced by the recycling of double-layer tiling and granite waste, respectively, with different mass percentages of 0, 10, 20 and 30%.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The physical, mechanical and some aspects of the durability properties of six concretes were evaluated and compared to those of a reference concrete. The results obtained show that the incorporation of granite sand up to a rate of 20% improves the compressive strength and the resistance to acid CH3COOH. For concretes made with tiling sand, the best compressive strength was observed in concrete with an addition rate of 10%. Furthermore, good tensile strength by splitting is obtained with rates of up to 30% of the two recycled sands.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Kuczyński, Tadeusz - red.]]></dc:contributor>
<dc:date><![CDATA[2023]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/77849/ceer2023_2_kheraff_performance.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/86971/edition/77849/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:77849]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 33, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:86971]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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