<?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>2</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2013</year>
	<month>5</month>
	<day>1</day>
</pubdate>
<volume>11</volume>
<number>1</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>A CBR based study evaluating subgrade strength of flexible pavements having soil flyash interfaces</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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Owing to the proximity of certain locations to the thermal power stations, it has always been efforts of Engineers to enhance&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;the flyash utilization rate in various Civil Engineering Constructions adopting suitable strategies. In the present study, a soilflyash&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;interface mechanism has been evolved using different soil-flyash ratios to upgrade significantly stabilization of supporting&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;medium based on CBR tests. The study confirms soundness of approach when a particular interface arrangement gives high&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;flyash utilization rate along with many fold increase CBR values. A study was carried out to investigate the interface effect of&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;soil-flyash layered system in terms of CBR values so that an optimum arrangement can be achieved by using flyash in&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;combination with soil. In this study, 18 samples of different ratios of soil and flyash (1:0.5, 1:1, 1:1.5, 1:2, 1:2.5, 1:3) with three&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;sets of interfaces N = 2, 4 and 6 were tested to arrive at the most optimized combination of soil and flyash. The results indicate&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;that the CBR value optimized at soil-flyash ratio 1:2.5 and number of interface N = 4. The present study reveals that soil with&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;flyash when used in layered system with various numbers of interfaces gives considerable improvement in CBR values. In the&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;above arrangement about 71 % of flyash and 29 % of soil thus contributing significantly in utilization of flyash in subgrade of&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;flexible pavements. In the overall study, three equations for number of interfaces N = 2, 4 and 6 have also been developed in&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;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;terms of soil-flyash ratio and CBR value, so that CBR value can directly be obtained by substituting the value of soil-flyash ratio&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;at a particular number of interfaces.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Construction materials, Clayey soil, Flyash</keyword>
	<start_page>10</start_page>
	<end_page>18</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-578-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>M. A.</first_name>
	<middle_name></middle_name>
	<last_name>Khan</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>mehboobcivil@yahoo.co.in</email>
	<code>180031947532846009836</code>
	<orcid>180031947532846009836</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Associate Professor, Department of Civil Engineering, Aligarh Muslim University, Aligarh, India</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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