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<dc:title xml:lang="pl"><![CDATA[Shear Strength of Waste Limestone Aggregate for Embankment Reinforcements]]></dc:title>
<dc:creator><![CDATA[Duda, Adam]]></dc:creator>
<dc:creator><![CDATA[Topoliński, Szymon]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[industrial waste material]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[lime waste]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[geotechnical engineering]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[direct shear test]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[embankment construction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[sustainable materials]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil strength]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[alternative waste aggregates]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The increasing demand for construction materials and the depletion of natural aggregates highlights the need for sustainable alternatives. This study investigates the feasibility of using lime waste, a byproduct of the Solvay process, as a material for embankment construction. The tested material was sourced from the JANIKSODA Production Plant landfill (CIECH Soda Polska S.A.) in Janikowo, Poland. A series of laboratory tests, including granulometric analysis, moisture content determination, and direct shear strength tests, were conducted using a Large-Scale Direct Shear Apparatus (WABS).]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The results indicate that the tested material has an internal friction angle of approximately 47° and a relative density index (Id) between 0.65 and 0.85, confirming its suitability for use in embankment construction. These findings contribute to the development of sustainable geotechnical solutions by promoting the use of industrial waste as an alternative to natural aggregates. The study encourages further research and practical implementation of waste-based materials in construction, supporting environmentally friendly and durable earth structures.]]></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[2025]]></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/Content/97305/ceer_2025_3_20_duda_shear.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/dlibra/publication/109077/edition/97305/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:97305]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 35, vol. 3]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:109077]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
<dc:rights xml:lang="pl"><![CDATA[CC 4.0]]></dc:rights>
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