<?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>1392</year>
	<month>8</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2013</year>
	<month>11</month>
	<day>1</day>
</pubdate>
<volume>11</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>Influence of soil setup on shaft resistance variations of driven piles: Case study</title>
	<subject_fa>Geotechnique</subject_fa>
	<subject>Geotechnique</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 color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Pile foundations are frequently used in industrial projects in southwest lowlands of Iran. Although high setup of shaft resistance&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;is usually reported in the area, no reliable formulation or guidelines are available for considering the increased capacity in design&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;applications. Therefore, the pile design practices are usually not optimized. The main objective of this paper is presenting a site&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;specific formulation for setup effects of a utility plant in southwest Iran in which a good database of prestressed concrete driven&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;piles is available. Fajr-II Petrochemical site in PetZone of Mahshahr accommodating a utility plant is selected as the database of&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;the current study. The setup factor (A) and the reference time (t&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;1&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;1&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;1&quot;&gt;0&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;) are evaluated through processing of a relatively large database&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;of this well-supervised piling project. As the main portion of variations of driven piles capacity with time is related to shaft, only&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;shaft resistance variations are considered in this research. The shaft capacity variations are derived from signal matching analysis&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;on PDA tests. Reliability of PDA tests has been confirmed through comparing with the static load test results. Influence of driving&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;the surrounding piles on setup factor is also investigated. The results show that the average setup factor (A) and the reference time&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;(t&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;1&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;1&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;1&quot;&gt;0&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;) of 0.30 and 0.01 day, respectively, are proper values for estimating the long term capacity in this region. Evaluation of the&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;results indicates that driving 8 piles around the test pile has increased the “A” factor average of 40% resultingin increase of the&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;shaft capacity about 19% in one month and 22% in one year, in comparison with the tested piles with no surrounding piles driven.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Driven pile, PDA test, Static load test, Signal matching analysis, Soil setup, Surrounding piles</keyword>
	<start_page>112</start_page>
	<end_page>121</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-108-2&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>I.</first_name>
	<middle_name></middle_name>
	<last_name>Hosseinzadeh Attar</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>ih_attar@yahoo.com</email>
	<code>180031947532846009934</code>
	<orcid>180031947532846009934</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Ph.D. candidate, Department of Civil &amp; Environmental Engineering, Amirkabir University of Technology, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>K.</first_name>
	<middle_name></middle_name>
	<last_name>Fakharian</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>kfakhari@yahoo.com</email>
	<code>180031947532846009935</code>
	<orcid>180031947532846009935</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Assistant Professor, Department of Civil &amp; Environmental Engineering, Amirkabir University of Technology, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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