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		<identifier>oai:zbc.uz.zgora.pl:72567</identifier>
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<dc:title xml:lang="pl"><![CDATA[A study of the durability of concrete reinforced with hemp fibers exposed to external Sulfatic attack]]></dc:title>
<dc:creator><![CDATA[Ziane, Sami]]></dc:creator>
<dc:creator><![CDATA[Khelifa, Mohammed-Rissel]]></dc:creator>
<dc:creator><![CDATA[Mezhoud, Samy]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[reinforced concrete]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[hemp fibers]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[polypropylene fibre]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mechanical performance]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[test durability]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[sulfatic attacks]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[beton zbrojony]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[włókna konopne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[włókna polipropylenowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[właściwości mechaniczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[badanie trwałości]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[siarczany]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The purpose of this paper is to study the durability of concrete reinforced with hemp fibers in the face of external Sulfatic attack. For this purpose, five types of concrete were formulated; three types of concrete reinforced with hemp fibers (HC-0.25, HC-0.5, and HC-1) at 0.25%, 0.5%, and 1% of hemp fibers in volume, respectively. And two control concretes, being ordinary concrete (OC) and polypropylene fiber reinforced concrete (PC).]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[To assess the sulfatic attacks, the described concrete types underwent two aging protocols: 1) a complete immersion in 12.5 % Sodium Sulfate (Na2SO4) solution, and 2) an accelerated aging protocol consisting of immersion/drying in the same sulfate solution at a temperature of 60 degress C. The results show that concrete reinforced with 0.25% of hemp fibers is the optimal amount compared to control concretes in terms of physico-mechanical performance and durability under sulfate attack. This number of fibers could enable the production of green and durable structural concretes based on untreated hemp fibers.]]></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[2020]]></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/72567/ceer2020_2_ziane_a-study.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79573/edition/72567/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72567]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 30, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79573]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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