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		<identifier>oai:zbc.uz.zgora.pl:72774</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Pressure Settlement Behaviour and Bearing Capacity of Asymmetric Embedded Plus Shaped Footing on Layered Sand]]></dc:title>
<dc:creator><![CDATA[Rawat, Priyanka]]></dc:creator>
<dc:creator><![CDATA[Dutta, Rakesh Kumar]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[granulated blast furnace slag]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil stabilization]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[settlement]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[shaped footing]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[numerical investigations]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[żużel wielkopiecowy granulowany]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stabilizacja gruntu]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[osiadanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ława fundamentowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[badania numeryczne]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The aim of the present numerical study was to analyse the pressure settlement behaviour and bearing capacity of asymmetric plus shaped footing resting on loose sand overlying dense sand at varying embedment depth. The numerical investigation was carried out using ABAQUS software.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The effect of depth of embedment, friction angle of upper loose and lower dense sand layer and thickness of upper loose sand on the bearing capacity of the asymmetric plus shaped footing was studied in this investigation. Further, the comparison of the results of the bearing capacity was made between the asymmetric and symmetric plus shaped footing.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The results reveal that with increase in depth of embedment, the dimensionless bearing capacity of the footings increased. The highest increase in the dimensionless bearing capacity was observed at embedment ratio of 1.5. The increase in the bearing capacity was 12.62 and 11.40 times with respect to the surface footings F1 and F2 corresponding to a thickness ratio of 1.5.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The lowest increase in the dimensionless bearing capacity was observed at embedment ratio of 0.1 and the corresponding increase in the bearing capacity was 1.05 and 1.02 times with respect to the surface footing for footings F1 and F2 at a thickness ratio of 1.5.]]></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[2021]]></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/72774/ceer2021_3_rawat_pressure.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79765/edition/72774/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72774]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 31, vol. 3]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79765]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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