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<dc:title xml:lang="pl"><![CDATA[Strength Prediction of Fiber-Reinforced Clay Soils Stabilized with Lime Using XGBoost Machine Learning]]></dc:title>
<dc:creator><![CDATA[Sari-Ahmed, Billal]]></dc:creator>
<dc:creator><![CDATA[Benzaamia, Ali]]></dc:creator>
<dc:creator><![CDATA[Ghrici, Mohamed]]></dc:creator>
<dc:creator><![CDATA[Moghal, Arif Ali Baig]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[clayey soils]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[lime]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[polypropylene fibers]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[unconfined compressive strength (UCS)]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[XGBoost algorithm]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[This article proposes a predictive model for the compressive strength (UCS) of lime-stabilized clay soils reinforced with polypropylene fibers (PPF) using the extreme gradient boosting (XGBoost) algorithm. The research indicates that the developed model is highly effective and can serve as a reliable tool for anticipating the UCS of these specific soils. A comparison between experimental data and model predictions suggests that it can effectively elucidate the impact of the combined effect of lime and PPF on the compressive strength of clay soils, thus avoiding the need for new experiments to formulate new compositions.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Furthermore, a parametric analysis reveals the benefits of fiber incorporation, particularly at an optimum lime content of 6% dosage. The results also show that an optimal fiber content of 1.25% and a length of 18 mm are essential for achieving satisfactory results. These findings have significant implications for the planning and implementing fibre treatments, allowing for considerably enhancing soil strength. They provide a solid foundation for more precise and effective interventions in the lime stabilization of clay soils, thus paving the way for more efficient practices in this area of research.]]></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[2024]]></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/96818/ceer_2024_2_10_sari_ahmed_strenght.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/dlibra/publication/108730/edition/96818/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:96818]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 34, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:108730]]></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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