<?xml version="1.0" encoding="UTF-8"?>
<?xml-stylesheet type="text/xsl" href="https://www.zbc.uz.zgora.pl/repozytorium/style/common/xsl/oai-style.xsl"?>
<OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" 
         xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
         xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/
         http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd">
	<responseDate>2026-06-28T05:07:37Z</responseDate>
	<request identifier="oai:zbc.uz.zgora.pl:45402" metadataPrefix="oai_dc" verb="GetRecord">
	https://zbc.uz.zgora.pl/repozytorium/oai-pmh-repository.xml</request>
	<GetRecord>
	
  <record>
	<header>
		<identifier>oai:zbc.uz.zgora.pl:45402</identifier>
	    <datestamp>2023-04-18T11:23:53Z</datestamp>
		  <setSpec>DigitalLibraryZielonaGora</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:Faculties</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:Faculties:FacultyCivilArchitectureEnvironmental</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:TypesWork</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:ListJurnals:InzSrodowiska:IS09</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:TypesWork:Articles</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:ListJurnals</setSpec> 	      <setSpec>DigitalLibraryZielonaGora:Repository:ListJurnals:InzSrodowiska</setSpec> 	    </header>
		<metadata>
	<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title xml:lang="en"><![CDATA[Dynamika wzniosu kapilarnego wody i wodnych roztworów CaCl2 i NaCl w nasypach drogowych = Capillary rise dynamics of water, CaCl2 and NaCl water solutions in the road embankments]]></dc:title>
<dc:title xml:lang="pl"><![CDATA[Dynamika wzniosu kapilarnego wody i wodnych roztworów CaCl2 i NaCl w nasypach drogowych = Capillary rise dynamics of water, CaCl2 and NaCl water solutions in the road embankments]]></dc:title>
<dc:creator><![CDATA[Kołodziejczyk, Urszula]]></dc:creator>
<dc:creator><![CDATA[Ćwiąkała, Michał]]></dc:creator>
<dc:subject xml:lang="en"><![CDATA[kapilarność gruntów]]></dc:subject>
<dc:subject xml:lang="en"><![CDATA[wysadzinowość gruntów]]></dc:subject>
<dc:subject xml:lang="en"><![CDATA[zimowe utrzymanie dróg]]></dc:subject>
<dc:subject xml:lang="en"><![CDATA[soil capillarity]]></dc:subject>
<dc:subject xml:lang="en"><![CDATA[soil swelling]]></dc:subject>
<dc:subject xml:lang="en"><![CDATA[roads maintaining in winter]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kapilarność gruntów]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wysadzinowość gruntów]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zimowe utrzymanie dróg]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil capillarity]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil swelling]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[roads maintaining in winter]]></dc:subject>
<dc:description xml:lang="en"><![CDATA[One of the negative natural phenomena is soil swelling. It can be effectively limited by decreasing the height of capillary rise of ground water. This paper aims at presenting the model of capillary ascent depending on the kind of soil occurring in the road embankment as well as a type and concentration of solution migrating into the road embankment.]]></dc:description>
<dc:description xml:lang="en"><![CDATA[The research was carried out into natural aggregate lying in the area of Zielona Góra and differentiated in a kind of aggregate and its genesis. Analysis of capillary rise was related to the genesis of aggregate and concentration of capillary rise. The results were presented as analysis of triple factor variance, the kind and concentration of compound, type of aggregate and size of aggregate fraction.]]></dc:description>
<dc:description xml:lang="en"><![CDATA[The conducted research proved that the ground water shows the maximum height of capillary rise. However, the saturation of ground water with chemical compounds used in winter roads maintenance (NaCl with CaCl2 in weight relation e.g. 4:1) and increase in concentration of those compounds ( from 5% to 10% ) decreases the capillary rise considerably as well as swelling.]]></dc:description>
<dc:description xml:lang="en"><![CDATA[nr 5-11 tytuł: Politechnika Zielonogórska - Zeszyty Naukowe]]></dc:description>
<dc:description xml:lang="en"><![CDATA[nr 1-4 tytuł: Wyższa Szkoła Inżynierska im. Jurija Gagarina w Zielonej Górze - Zeszyty Naukowe]]></dc:description>
<dc:description xml:lang="en"><![CDATA[seria główna: Zeszyty Naukowe]]></dc:description>
<dc:description xml:lang="en"><![CDATA[zeszyt 16 ukazał się jako nr 136 serii głównej]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[One of the negative natural phenomena is soil swelling. It can be effectively limited by decreasing the height of capillary rise of ground water. This paper aims at presenting the model of capillary ascent depending on the kind of soil occurring in the road embankment as well as a type and concentration of solution migrating into the road embankment.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The research was carried out into natural aggregate lying in the area of Zielona Góra and differentiated in a kind of aggregate and its genesis. Analysis of capillary rise was related to the genesis of aggregate and concentration of capillary rise. The results were presented as analysis of triple factor variance, the kind and concentration of compound, type of aggregate and size of aggregate fraction.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The conducted research proved that the ground water shows the maximum height of capillary rise. However, the saturation of ground water with chemical compounds used in winter roads maintenance (NaCl with CaCl2 in weight relation e.g. 4:1) and increase in concentration of those compounds ( from 5% to 10% ) decreases the capillary rise considerably as well as swelling.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[nr 5-11 tytuł: Politechnika Zielonogórska - Zeszyty Naukowe]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[nr 1-4 tytuł: Wyższa Szkoła Inżynierska im. Jurija Gagarina w Zielonej Górze - Zeszyty Naukowe]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[seria główna: Zeszyty Naukowe]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[zeszyt 16 ukazał się jako nr 136 serii głównej]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Greinert, Andrzej - red.]]></dc:contributor>
<dc:contributor><![CDATA[Kołodziejczyk, Urszula - red.]]></dc:contributor>
<dc:date><![CDATA[2009]]></dc:date>
<dc:type xml:lang="en"><![CDATA[artykuł]]></dc:type>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="en"><![CDATA[application/pdf]]></dc:format>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/45402/PDF/7_kolodziejczyk_dynamika.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/51635/edition/45402/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:45402]]></dc:identifier>
<dc:source xml:lang="en"><![CDATA[Zeszyty Naukowe Uniwersytetu Zielonogórskiego, Tom 16]]></dc:source>
<dc:source xml:lang="pl"><![CDATA[Zeszyty Naukowe Uniwersytetu Zielonogórskiego, Tom 16]]></dc:source>
<dc:language><![CDATA[pol]]></dc:language>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:51635]]></dc:relation>
<dc:rights xml:lang="en"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
</oai_dc:dc>

</metadata>
	  </record>	</GetRecord>
</OAI-PMH>
