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	<thesis_id>9080</thesis_id>
	<thesis_code>ths9080</thesis_code>
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	<title>,Determination a constitutive model for partially saturated soils ; case Study : fine grained soils</title>
	<title_fa>ت‍ع‍ی‍ی‍ن‌ م‍دل‌ م‍ن‍اس‍ب‌ ب‍رای‌ خ‍اک‌ ه‍ای‌ ق‍س‍م‍ت‍ی‌ اش‍ب‍اع‌ م‍ن‍طق‍ه‌ 16 ت‍ه‍ران‌</title_fa>
	<language>15</language>

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	<e_date_day></e_date_day>
	
	<subject></subject>
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	<field></field>
	<degree></degree>
	<pages>281ص‌</pages>
	<description></description>
	<content></content>
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				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ف‍ره‍ادی‌</last_name> 
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				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر م‍ح‍م‍د م‍ه‍دی‌ اح‍م‍دی‌</last_name> 
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	<study_design></study_design>
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	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9081</thesis_id>
	<thesis_code>ths9081</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Analytical study of seismic displacement of slopes with line surcharge and without surcharge by hori</title>
	<title_fa>ت‍ع‍ی‍ی‍ن‌ ت‍غ‍ی‍ی‍ر م‍ک‍ان‌ ل‍رزه‌ ای‌ ش‍ی‍ب‌ ، ب‍دون‌ اث‍ر س‍رب‍ار و ت‍ح‍ت‌ س‍رب‍ار خ‍طی‌ ب‍ه‌ روش‌ ق‍طع‍ات‌ اف‍ق‍ی</title_fa>
	<language>15</language>

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	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>135ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9081&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
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	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

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		<executor>
		  <role>a</role> 
		  <last_name>ب‍اب‍ک‌ ح‍ی‍دری‌</last_name>
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				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		
			
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	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9082</thesis_id>
	<thesis_code>ths9082</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Analytical solution for predominant natural frequency of retaining wall</title>
	<title_fa>ب‍رآورد ت‍ح‍ل‍ی‍ل‍ی‌ ف‍رک‍ان‍س‌ ارت‍ع‍اش‌ آزاد دی‍واره‍ای‌ ح‍ائ‍ل‌ م‍س‍ل‍ح‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>184ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9082&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

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		<executor>
		  <role>a</role> 
		  <last_name>ام‍ی‍د ع‍ب‍اس‍ی‌</last_name>
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				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر س‍ی‍د ع‍ل‍ی‌ اص‍غ‍ر ح‍س‍ی‍ن‍ی‌</last_name> 
				</executor>
				
			
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	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9083</thesis_id>
	<thesis_code>ths9083</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Development of a critical state model for application in coarse-grained mixtures</title>
	<title_fa>ت‍وس‍ع‍ه‌ ی‍ک‌ م‍دل‌ رف‍ت‍اری‌ ح‍ال‍ت‌ ب‍ح‍ران‍ی‌ ج‍ه‍ت‌ ک‍ارب‍رد در خ‍اک‌ ه‍ای‌ م‍خ‍ل‍وط درش‍ت‌ دان‍ه‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>129ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9083&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>م‍ه‍دی‌ گ‍وران‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9084</thesis_id>
	<thesis_code>ths9084</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Study of behavior of rockfill materials using large scale laboratory tests</title>
	<title_fa>ب‍ررس‍ی‌ رف‍ت‍ار م‍ص‍ال‍ح‌ س‍ن‍گ‍ری‍ز ب‍ا آزم‍ای‍ش‌ ه‍ای‌ آزم‍ای‍ش‍گ‍اه‍ی‌ ب‍زرگ‌ م‍ق‍ی‍اس</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>155ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9084&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>ه‍ادی‌ م‍ح‍م‍دزاده‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر ام‍ی‍رح‍س‍ی‍ن‌ ص‍ادق‌ پ‍ور</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9085</thesis_id>
	<thesis_code>ths9085</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Bearing capacity and performance of micropiles in sandy soil</title>
	<title_fa>ظرف‍ی‍ت‌ ب‍ارب‍ری‌ و ع‍م‍ل‍ک‍رد ری‍زش‍م‍ع‌ ه‍ا در خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>146ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9085&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>م‍ی‍ث‍م‌ ج‍س‍م‍ان‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ه‍ادی‌ ش‍ه‍ی‍ر</last_name> 
				</executor>
				
		
			
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	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9086</thesis_id>
	<thesis_code>ths9086</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Numerical modeling of dynamic compaction in dry sands considering minimum distance from adjacent str</title>
	<title_fa>م‍دل‍س‍ازی‌ ع‍ددی‌ ع‍م‍ل‍ی‍ات‌ ت‍راک‍م‌ دی‍ن‍ام‍ی‍ک‍ی‌ در خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای‌ خ‍ش‍ک‌ ب‍ا در ن‍ظرگ‍ی‍ری‌ م‍ح‍دودی‍ت‌ ه‍ای‌ ف‍اص‍ل‍ه‌ از س‍ازه‌ ه‍ای‌ م‍ج‍اور</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>148ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9086&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

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		<executor>
		  <role>a</role> 
		  <last_name>م‍ج‍ی‍د پ‍ور ج‍ن‍اب‍ی‌</last_name>
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				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9087</thesis_id>
	<thesis_code>ths9087</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Experimental investigation the mechanical behavior of cemented poorly graded gravel sands</title>
	<title_fa>ب‍ررس‍ی‌ آزم‍ای‍ش‍گ‍اه‍ی‌ رف‍ت‍ار م‍ک‍ان‍ی‍ک‍ی‌ خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای‌ ش‍ن‌ دار ب‍د دان‍ه‌ ب‍ن‍دی‌ ش‍ده‌ س‍ی‍م‍ان‍ت‍ه</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>187ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9087&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>ی‍ون‍س‌ ام‍ی‍ن‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر اب‍راه‍ی‍م‌ اص‍غ‍ری‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9088</thesis_id>
	<thesis_code>ths9088</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Estimation of site effects in the Iranian plateau using the Quarter-wavelength method</title>
	<title_fa>ب‍ررس‍ی‌ اث‍ر س‍اخ‍ت‍گ‍اه‌ در ف‍لات‌ ای‍ران‌ ب‍ه‌ روش‌ ی‍ک‌ چ‍ه‍ارم‌ طول‌ م‍وج</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>138ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9088&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>م‍ح‍م‍د اب‍راه‍ی‍م‌ ف‍خ‍ی‍م‌ ن‍ی‍ا</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ح‍م‍ی‍د زع‍ف‍ران‍ی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9089</thesis_id>
	<thesis_code>ths9089</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Numerical modelling of the geotechnical performance of shell foundation</title>
	<title_fa>م‍دل‌ س‍ازی‌ ع‍ددی‌ ع‍م‍ل‍ک‍رد ژئ‍وت‍ک‍ن‍ی‍ک‍ی‌ پ‍ی‌ ه‍ای‌ پ‍وس‍ت‍ه‌ ای‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>133ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9089&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name></last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر پ‍ی‍م‍ان‌ ه‍م‍ام‍ی‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9090</thesis_id>
	<thesis_code>ths9090</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Analytical assessment of dynamic behavior of foundation next to slope by cone model</title>
	<title_fa>ب‍ررس‍ی‌ ت‍ح‍ل‍ی‍ل‍ی‌ رف‍ت‍ار دی‍ن‍ام‍ی‍ک‍ی‌ ف‍ون‍داس‍ی‍ون‌ واق‍ع‌ در ن‍زدی‍ک‍ی‌ ش‍ی‍ب‌ ب‍ه‌ ک‍م‍ک‌ روش‌ م‍دل‌ م‍خ‍روط</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>103ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9090&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>ف‍ری‍د ع‍س‍ک‍ری‌ ن‍ژاد</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر س‍اس‍ان‌ م‍ح‍اس‍ب‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9091</thesis_id>
	<thesis_code>ths9091</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Analytical study of seismic bearing capacity of shallow foundation next to slope</title>
	<title_fa>م‍طال‍ع‍ه‌ ت‍ح‍ل‍ی‍ل‍ی‌ ظرف‍ی‍ت‌ ب‍ارب‍ری‌ دی‍ن‍ام‍ی‍ک‍ی‌ پ‍ی‌ ه‍ای‌ س‍طح‍ی‌ در م‍ج‍اورت‌ ش‍ی‍ب‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>178ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9091&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>م‍ه‍دی‌ ای‍م‍ان‍ی‌ ورزق‍ان‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9092</thesis_id>
	<thesis_code>ths9092</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,A thermomechanical constitutive model for unsaturated clays</title>
	<title_fa>ارائ‍ه‌ ی‍ک‌ م‍دل‌ رف‍ت‍اری‌ ت‍رم‍وم‍ک‍ان‍ی‍ک‍ی‌ ب‍رای‌ خ‍اک‌ ه‍ای‌ رس‍ی‌ غ‍ی‍ر اش‍ب‍اع‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>157ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9092&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>س‍ع‍ی‍د ت‍ورچ‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9093</thesis_id>
	<thesis_code>ths9093</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Seismic displacement of reinforced retaining wall with surcharge limit analysis method</title>
	<title_fa>ت‍غ‍ی‍ی‍ر م‍ک‍ان‌ ل‍رزه‌ ای‌ دی‍واره‍ای‌ خ‍اک‌ م‍س‍ل‍ح‌ در ح‍ض‍ور س‍رب‍ار ب‍ر اس‍اس‌ روش‌ آن‍ال‍ی‍ز ح‍دی‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>297ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9093&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>م‍ح‍م‍د م‍ه‍دی‌ ام‍ی‍ن‌ پ‍ور</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر ف‍رج‌ ال‍ل‍ه‌ ع‍س‍گ‍ری‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9094</thesis_id>
	<thesis_code>ths9094</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Modeling the cement type effect on the mechanical behavior of a gravely sand</title>
	<title_fa>م‍دل‍س‍ازی‌ ت‍اث‍ی‍ر ج‍ن‍س‌ س‍ی‍م‍ان‌ ب‍ر رف‍ت‍ار م‍ک‍ان‍ی‍ک‍ی‌ خ‍اک‌ ه‍ای‌ م‍خ‍ل‍وط ش‍ن‌ و م‍اس‍ه‌ ای‌ س‍ی‍م‍ان‍ی‌ ش‍ده</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>123ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9094&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>پ‍وی‍ا ی‍ارب‍خ‍ت‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9095</thesis_id>
	<thesis_code>ths9095</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,An analytical study for estimating the soil-structure interaction effects on seismic behavior of bri</title>
	<title_fa>م‍طال‍ع‍ه‌ ت‍ح‍ل‍ی‍ل‍ی‌ رف‍ت‍ار ل‍رزه‌ ای‌ پ‍ای‍ه‌ پ‍ل‌ ه‍ا ب‍ا در ن‍ظر گ‍ی‍ری‌ اث‍رات‌ خ‍اک‌ ب‍ر م‍دل‌ ج‍ام‍ع‌ خ‍اک‌ - س‍ازه‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>140ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9095&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>رس‍ول‌ غ‍لام‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر م‍ح‍س‍ن‌ ش‍ه‍روزی‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9096</thesis_id>
	<thesis_code>ths9096</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>‌,Study of seismic behaviour of soil-nailed walls</title>
	<title_fa>ب‍ررس‍ی‌ رف‍ت‍ار ل‍رزه‌ ای‌ دی‍واره‍ای‌ خ‍اک‍ی‌ م‍ی‍خ‍ک‍وب‍ی‌ ش‍ده</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>125ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9096&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>پ‍وی‍ا ن‍ق‍ش‍ی‍ن‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ه‍ادی‌ ش‍ه‍ی‍ر</last_name> 
				</executor>
				
		
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9097</thesis_id>
	<thesis_code>ths9097</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Optimization of the geotechnical investigations of south of Tehran projects</title>
	<title_fa>ب‍ه‍ی‍ن‍ه‌ س‍ازی‌ م‍طال‍ع‍ات‌ ژئ‍وت‍ک‍ن‍ی‍ک‌ پ‍روژه‌ ه‍ای‌ ج‍ن‍وب‌ ش‍ه‍ر ت‍ه‍ران‌</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
	<edu_date></edu_date>
	<s_date_year></s_date_year>
	<s_date_month></s_date_month>
	<s_date_day></s_date_day>
	<e_date_year></e_date_year>
	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>156ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9097&amp;mod=thesis_profile&amp;slc_lang=fa&amp;sid=1</web_url>
	<budget></budget>
	<mesh>بله</mesh>
	
	<abstract></abstract>
	<abstract_fa></abstract_fa>
	<keyword></keyword>
	<keyword_fa></keyword_fa>
	
	

	<executors>
		<executor>
		  <role>a</role> 
		  <last_name>ه‍ادی‌ ق‍درت‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌ - دک‍ت‍ر ع‍ل‍ی‌ ف‍ره‍ادی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>م‍ه‍ن‍دس‌ ع‍ل‍ی‌ ع‍زال‍دی‍ن‌ ف‍ره‍ن‍گ‌</last_name> 
				</executor>
				
			
	</executors>
	  




	

	<study_design></study_design>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9098</thesis_id>
	<thesis_code>ths9098</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
	<org_id></org_id>
	<org_title></org_title>
	<dept></dept>
	<org_ids></org_ids>
	
	<title>,Investigation of the mechanical behavior of sand-gravel mixtures reinforced with cement and fiber</title>
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