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<dc:title xml:lang="pl"><![CDATA[Plasticity and swell-shrink behaviour of electrokinetically stabilized virgin expansive soil using calcium hydroxide and calcium chloride solutions as cationic fluids = Plastyczność i kurczenie się gleby w stabilizacji elektrokinetycznej z wykorzystaniem wodorotlenku wapnia i chlorku wapnia jako płynów kationowych]]></dc:title>
<dc:creator><![CDATA[James, Jijo]]></dc:creator>
<dc:creator><![CDATA[James, Archana]]></dc:creator>
<dc:creator><![CDATA[Kumar, Arun]]></dc:creator>
<dc:creator><![CDATA[Gomathi, Elumalai]]></dc:creator>
<dc:creator><![CDATA[Prasath, Karunakaran Kamal]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[soil]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[electro kinetic stabilization]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[cationic fluid]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[plasticity]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[swell-shrink]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[calcium chloride]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[calcium hydroxide]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[gleba]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stabilizacja elektrokinetyczna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[płyn kationowy]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[plastyczność]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kurczliwość pęcznienia]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[chlorek wapnia]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wodorotlenek wapnia]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[This investigation focussed on the plasticity and swell-shrink behaviour of an expansive soil that was stabilized using electro kinetic stabilization (EKS) techniques with cationic fluids for enhancement of stabilization. 0.25 M solutions of calcium hydroxide and calcium chloride were used as cationic fluids. An electro kinetic (EK) cell of dimensions 500 mm x 150 mm x 160 mm with inert graphite electrodes of size 140 mm x 160 mm x 5 mm was adopted for the stabilization process, carried out at an applied voltage of 40 V over a period of 6 hours.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[After the duration of the test, stabilized soil sample was subjected to Atterberg limits and free swell tests to determine its plasticity and swell-shrink characteristics. The results of the investigation found that both fluids were capable of reducing the plasticity and swell-shrink behaviour of the soil with different levels of effectiveness.]]></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[2019]]></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/67728/ceer2019_1_james_plasticity.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/74915/edition/67728/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:67728]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 29, vol. 1]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:74915]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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