<?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>1391</year>
	<month>3</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2012</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<volume>10</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>The effect of thermal history on thermo-mechanical behavior of bentonite-sand mixture</title>
	<subject_fa>Soil Mechanics Classic</subject_fa>
	<subject>Soil Mechanics Classic</subject>
	<content_type_fa>Technical Note</content_type_fa>
	<content_type>Technical Note</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p&gt;Bentonite-sand mixture is one of the most important candidates for engineering buffer element in nuclear waste repositoriesso&lt;br&gt;
the analysis of its thermo-hydro-mechanical behavior is important for design purposes.An innovative setup of classic oedometer&lt;br&gt;
was used for swelling and compression study at high temperatures in this research. A fully calibration program was utilized to&lt;br&gt;
include high temperature effects on measurements. This research shows that the elevation of temperature from 25 to 90◦C in&lt;br&gt;
1:1bentonite-sand mixture in distilled water reduces free swelling potential and strain about 20 percent. The required time for&lt;br&gt;
equalization of swelling is less in high temperature due to increasing in permeability. Also, the high temperature causes increasing&lt;br&gt;
in compressibility rate and quantity for this buffer. For detection of this effect, XRD analysis showed that an increase in&lt;br&gt;
temperature causes a decrease in basal spacing. So, the particles can come near to each other more than lower temperatures and&lt;br&gt;
the amount of absorbed water in the microstructure of the clay is smaller.The effect of thermal history on behavior of bentonitesand&lt;br&gt;
mixture has been showed and tried to clarify it. At similar stress-temperature states, thermal history causes different&lt;br&gt;
deformation in samples. The highest temperature that bentonite has been experienced, controls its behavior in the next thermal&lt;br&gt;
cycles.&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Thermo-mechanical behavior, Bentonite-sand barrier, Nuclear waste repository, Thermal history, Environmental geomechanics</keyword>
	<start_page>162</start_page>
	<end_page>167</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-286-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>N.</first_name>
	<middle_name></middle_name>
	<last_name> Shariatmadari</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>shariatmadari@iust.ac.ir</email>
	<code>180031947532846009687</code>
	<orcid>180031947532846009687</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Associate Professor, Geotechnical Engineering, Civil Engineering Faculty, Iran University of Science and Technology, Tehran, Iran.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>S.</first_name>
	<middle_name></middle_name>
	<last_name>Saeidijam</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>Saeidijam@iust.ac.ir</email>
	<code>180031947532846009688</code>
	<orcid>180031947532846009688</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>PhD Candidate, Geotechnical Engineering, Civil Engineering Faculty, Iran University of Science and Technology, Tehran, Iran.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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