<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Civil Engineering</title>
<title_fa>مجله بین المللی مهندسی عمران</title_fa>
<short_title>IJCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijce.iust.ac.ir</web_url>
<journal_hbi_system_id>18</journal_hbi_system_id>
<journal_hbi_system_user>agent2</journal_hbi_system_user>
<journal_id_issn>1735-0522</journal_id_issn>
<journal_id_issn_online>2283-3874</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi></journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid></journal_id_sid>
<journal_id_nlai></journal_id_nlai>
<journal_id_science></journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1390</year>
	<month>3</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2011</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<volume>9</volume>
<number>2</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>Experimental study of geotextile's drainage and filteration propertis under different hydraulic gradients and confining pressures</title>
	<subject_fa>Soil Mechanics Classic</subject_fa>
	<subject>Soil Mechanics Classic</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;Geotextiles are one of the most widely used synthetic materials in filtration and drainage applications. Since in real&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;applications, geotextiles are subjected to various hydraulic gradients and confining stresses, hydraulic behavior of geotextiles&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;under different circumstances is of great practical importance. In this study filtration and drainage properties of several&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;i&gt;nonwoven needle-punched geotextiles with different properties and unit mass per area of 200g/m&lt;/i&gt;&lt;/font&gt;&lt;/font&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;2&lt;/font&gt;&lt;/font&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;, 400g/m&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;2&lt;/font&gt;&lt;/font&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;, 500g/m&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;2 &lt;/font&gt;&lt;/font&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;and&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;i&gt;800g/m&lt;/i&gt;&lt;/font&gt;&lt;/font&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;1&quot;&gt;2&lt;/font&gt;&lt;/font&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;, under various confining stresses and hydraulic gradients, were studied using standard permittivity&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;and transmissivity equipments. Prepared samples were subjected to hydraulic heads in the range of 10cm to 60cm and&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;confining stresses up to 1000kPa and their hydraulic behavior was investigated accordingly. In this study the flow regime&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;through the geotextile fibers and also the anisotropic behavior of geotextile permeability were investigated. The results show&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;that transmissivity will decrease exponentially with increasing the normal stress until a residual value is reached, and&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;permittivity and transmissivity coefficients were seen to decrease with increasing the hydraulic gradient. The flow regime has&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;found to be non-turbulent in all cases.The Geotextile hydraulic behavior is of great usage in the design of landfill covers,&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;LEFT&quot;&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;design of embankments and irrigation structures drainage systems, and in the design of protection systems in river&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;Times New Roman&quot; size=&quot;2&quot;&gt;engineering.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Nonwoven geotextile, Normal stress, Hydraulic gradient,Transmissivity, Permittivity</keyword>
	<start_page>97</start_page>
	<end_page>102</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-83-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Ali</first_name>
	<middle_name></middle_name>
	<last_name>Pak</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>pak@sharif.edu</email>
	<code>1800319475328460010127</code>
	<orcid>1800319475328460010127</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Sharif University of Technology</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Zahra</first_name>
	<middle_name></middle_name>
	<last_name>Zahmatkesh</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>zhr_zahmatkesh@yahoo.com</email>
	<code>1800319475328460010128</code>
	<orcid>1800319475328460010128</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Sharif University of Technology</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
