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<dc:title xml:lang="pl"><![CDATA[Laboratory research of toe resistance based on static pile load tests in different schemes = Badania laboratoryjne oporu pod podstawą pala na podstawie wyników próbnego obciążenia statycznego pala przeprowadzonych w różnych schematach]]></dc:title>
<dc:creator><![CDATA[Żarkiewicz, Krzysztof]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[pile load test]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[settlement]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[skin friction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[laboratory research]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[obciążenie statyczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[osiadanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[opór pobocznicy]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[badania laboratoryjne]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Transfer of axial force from the head of a pile to the surrounding soil by skin friction and toe resistance is still uncertain. The results of the static pile load test are usually presented as settlement curve.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[This curve can be divided into two components: skin friction curve and toe resistance curve according to the settlement. Laboratory research of pile load test was carried out in two schemes: with skin friction and without skin friction. The study proved that the toe resistance with and without skin friction is not the same. Skin friction influence on toe resistance due to settlement.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[This phenomenon is not usually taken into account, but very often has a significant impact on axially applied load transfer. In the paper results of laboratory pile load tests id, different schemes were presented.]]></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/63721/14_zarkiewicz_laboratory.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/70192/edition/63721/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:63721]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 28, vol. 1]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:70192]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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