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		<identifier>oai:zbc.uz.zgora.pl:67498</identifier>
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<dc:title xml:lang="pl"><![CDATA[Analysis of Geotechnical Properties of Miocene Deposits of the Carpathian Foredeep = Analiza właściwości geotechnicznych utworów miceńskich zapadliska przedkarpackiego]]></dc:title>
<dc:creator><![CDATA[Kokoszka, Wanda]]></dc:creator>
<dc:creator><![CDATA[Skrzypczak, Izabela]]></dc:creator>
<dc:creator><![CDATA[Wilk, Krzysztof]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[Krakowiec clays]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[oedometer testing]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil structure]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[iły krakowieckie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[badania edometryczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[struktura gruntu]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The Miocene deposits of the Carpathian Foredeep are relatively poorly recognized in geotechnical terms. The article analyzes the properties of the Krakowiec clays of the Przemyśl region, in particular physical and deformation parameters. In this part of the Carpathian Foredeep, clay usually occurs at considerable depth under younger Quaternary deposits.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Particular attention was paid to the structural characterization of the tested samples. Structural heterogeneity of the studied clay, noticeable already at the stage of macroscopic studies, causes difficulties in conducting laboratory tests of strength parameters, especially the angle of internal friction and cohesion. The specific, layered, claysilt structure may cause difficulties in assessing load-bearing capacity and stability of the ground made of this type of soil.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The unusual structure should draw attention of the contractors of geological-engineering and geotechnical documentation and encourage them to check mechanical properties by testing material with direct methods. An important issue is also forecasting changes in strain parameters in relation to the estimation of the effects of settlements of engineering 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[2018]]></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/67498/ceer2018_4_kokoszka_analysis.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/74890/edition/67498/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:67498]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 28, vol. 4]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:74890]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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