<?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>3D stability analysis of convex slopes in plan view using lower bound linear finite element</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&gt;Presented is a method of three-dimensional stability analysis of convex slopes in plan view based on the Lower-bound theorem of&lt;br&gt;
the limit analysis approach. The method’s aim is to determine the factor of safety of such slopes using numerical linear finite&lt;br&gt;
element and lower bound limit analysis method to produce some stability charts for three dimensional (3D) homogeneous convex&lt;br&gt;
slopes. Although the conventional two and three dimension limit equilibrium method (LEM) is used more often in practice for&lt;br&gt;
evaluating slope stability, the accuracy of the method is often questioned due to the underlying assumptions that it makes. The&lt;br&gt;
rigorous limit analysis results in this paper together with results of other researchers were found to bracket the slope stability&lt;br&gt;
number to within ±10% or better and therefore can be used to benchmark for solutions from other methods. It was found that using&lt;br&gt;
a two dimensional (2D) analysis to analyze a 3D problem will leads to a significant difference in the factors of safety depending&lt;br&gt;
on the slope geometries. Numerical 3D results of proposed algorithm are presented in the form of some dimensionless graphs which&lt;br&gt;
can be a convenient tool to be used by practicing engineers to estimate the initial stability for excavated or man-made slopes&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>three-dimensional slope, slope stability, limit analysis, Lower-bound, limit equilibrium</keyword>
	<start_page>112</start_page>
	<end_page>123</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-186-3&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>F.</first_name>
	<middle_name></middle_name>
	<last_name>Askari</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>Askari@iiees.ac.ir</email>
	<code>180031947532846009674</code>
	<orcid>180031947532846009674</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Assistant Professor, Iran International Earthquake Engineering Institute, Tehran, I. R. of Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>A.</first_name>
	<middle_name></middle_name>
	<last_name>Totonchi</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>Arash_Totonchi@yahoo.com</email>
	<code>180031947532846009675</code>
	<orcid>180031947532846009675</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Assistant Professor, Department of Civil Engineering, Marvdasht Branch, Islamic Azad University, Marvdasht, I. R. of Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>O.</first_name>
	<middle_name></middle_name>
	<last_name>Farzaneh</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>ofarzane@ut.ac.ir</email>
	<code>180031947532846009676</code>
	<orcid>180031947532846009676</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Assistant Professor, Dept. of civil Engineering, Tehran University, Tehran, I. R. of Iran  </affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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