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	<thesis_id>9100</thesis_id>
	<thesis_code>ths9100</thesis_code>
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	<title>م‍طال‍ع‍ه‌ آزم‍ای‍ش‍گ‍اه‍ی‌ ظرف‍ی‍ت‌ ب‍ارب‍ری‌ پ‍ی‌ ه‍ای‌ م‍س‍ل‍ح‌ ش‍ده‌ در م‍ج‍اورت‌ ش‍ی‍ب‌,Experimental study of the bearing capacity of reinforced foundations next to slope</title>
	<title_fa>م‍طال‍ع‍ه‌ آزم‍ای‍ش‍گ‍اه‍ی‌ ظرف‍ی‍ت‌ ب‍ارب‍ری‌ پ‍ی‌ ه‍ای‌ م‍س‍ل‍ح‌ ش‍ده‌ در م‍ج‍اورت‌ ش‍ی‍ب</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>108ص‌</pages>
	<description></description>
	<content></content>
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	<mesh>بله</mesh>
	
	<abstract></abstract>
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		  <last_name>ع‍ل‍ی‌ ع‍طارزاده‌</last_name>
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				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
			
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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>9101</thesis_id>
	<thesis_code>ths9101</thesis_code>
	<call_no></call_no>
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	<org_id></org_id>
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	<dept></dept>
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	<title>‌,Numerical study of Behaviour of single pile in liquefied soils using non-linear spring-dashpot mod</title>
	<title_fa>م‍طال‍ع‍ه‌ ع‍ددی‌ رف‍ت‍ار ت‍ک‌ ش‍م‍ع‌ در خ‍اک‌ ه‍ای‌ روان‍گ‍را ب‍ا اس‍ت‍ف‍اده‌ از م‍دل‌ ه‍ای‌ ف‍ن‍ر- م‍ی‍راگ‍ر غ‍ی‍رخ‍طی</title_fa>
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	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
	<subject_fa></subject_fa>
	
	<field></field>
	<degree></degree>
	<pages>139ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9101&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>
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		  <role>a</role> 
		  <last_name>م‍ی‍ث‍م‌ ش‍ای‍ان‌</last_name>
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				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ه‍ادی‌ ش‍ه‍ی‍ر</last_name> 
				</executor>
				
		
			
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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>9102</thesis_id>
	<thesis_code>ths9102</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>,Behavior of geosynthetic reinforced wall under surcharge</title>
	<title_fa>ب‍ررس‍ی‌ رف‍ت‍ار دی‍واره‍ای‌ خ‍اک‌ م‍س‍ل‍ح‌ ژئ‍وس‍ی‍ن‍ت‍ت‍ی‍ک‍ی‌ ت‍ح‍ت‌ س‍رب‍ار</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>161ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9102&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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		  <last_name>ک‍وش‍ی‍ار پ‍اس‌ ب‍خ‍ش‌</last_name>
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				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ف‍ره‍ادی‌ - دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</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>9103</thesis_id>
	<thesis_code>ths9103</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 pseudo-static coefficient in stability analysis of embankment dams</title>
	<title_fa>م‍طال‍ع‍ه‌ ض‍ری‍ب‌ ش‍ب‍ه‌ اس‍ت‍ات‍ی‍ک‌ ت‍ح‍ل‍ی‍ل‌ پ‍ای‍داری‌ س‍ده‍ای‌ خ‍اک‍ی</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>176ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9103&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>ب‍اب‍ک‌ اح‍م‍دی‌ م‍ه‍ک‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر م‍ح‍م‍د داودی‌</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>9104</thesis_id>
	<thesis_code>ths9104</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>,Evaluation of influence of permeability variation in liquefied sandy soils on numerical modeling o</title>
	<title_fa>ب‍ررس‍ی‌ ت‍اث‍ی‍ر ت‍غ‍ی‍ی‍رات‌ ن‍ف‍وذپ‍ذی‍ری‌ در خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای‌ روان‍گ‍را ش‍ده‌ ب‍ر م‍دل‍س‍ازی‌ ع‍ددی‌ گ‍س‍ت‍رش‌ ج‍ان‍ب‍ی‌ زم‍ی‍ن‌ ه‍ای‌ ش‍ی‍ب‌ دار</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>160ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9104&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>م‍ح‍م‍ود م‍ل‍ک‌ م‍ک‍ان‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ه‍ادی‌ ش‍ه‍ی‍ر</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍اس‍م‍ی‌</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>9105</thesis_id>
	<thesis_code>ths9105</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 evaluation of strength characteristics of clays contaminated with oil</title>
	<title_fa>ب‍ررس‍ی‌ آزم‍ای‍ش‍گ‍اه‍ی‌ خ‍واص‌ م‍ق‍اوم‍ت‍ی‌ خ‍اک‌ ه‍ای‌ رس‍ی‌ آل‍وده‌ ب‍ه‌ م‍واد ن‍ف‍ت‍ی</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>202ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9105&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 ق‍دی‍ان‍ی‌</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>9106</thesis_id>
	<thesis_code>ths9106</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 evaluation of the strength and dilatancy characteristics of silty sand</title>
	<title_fa>ارزی‍اب‍ی‌ آزم‍ای‍ش‍گ‍اه‍ی‌ خ‍ص‍وص‍ی‍ات‌ م‍ق‍اوم‍ت‍ی‌ و ات‍س‍اع‌ خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای‌ س‍ی‍ل‍ت‌ دار</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>134ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9106&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>اح‍س‍ان‌ اق‍ب‍ال‍ی‌</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>9107</thesis_id>
	<thesis_code>ths9107</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 study on dynamic behavior of soil-pile-structure system nearby subway tunnel</title>
	<title_fa>ب‍ررس‍ی‌ ع‍ددی‌ رف‍ت‍ار دی‍ن‍ام‍ی‍ک‍ی‌ س‍ی‍س‍ت‍م‌ ش‍م‍ع‌ - س‍ازه‌ در م‍ج‍اورت‌ ت‍ون‍ل‌ ه‍ای‌ م‍ت‍رو</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>170ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9107&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>ام‍ی‍رح‍س‍ی‍ن‌ رح‍م‍ان‍ی‌</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>9108</thesis_id>
	<thesis_code>ths9108</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 study of dynamic compaction for sand soils in the adjacent to the slope</title>
	<title_fa>م‍طال‍ع‍ه‌ آزم‍ای‍ش‍گ‍اه‍ی‌ ت‍راک‍م‌ دی‍ن‍ام‍ی‍ک‍ی‌ در م‍ج‍اورت‌ ش‍ی‍ب‌ 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>158ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9108&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>ع‍ل‍ی‌ وح‍ی‍دی‌ پ‍ور</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</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>9109</thesis_id>
	<thesis_code>ths9109</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 and its effects on bearing capacity of shallow foundation i</title>
	<title_fa>م‍دل‍س‍ازی‌ ع‍ددی‌ ت‍راک‍م‌ دی‍ن‍ام‍ی‍ک‍ی‌ و ت‍اث‍ی‍ر آن‌ ب‍ر ظرف‍ی‍ت‌ ب‍ارب‍ری‌ پ‍ی‌ ه‍ای‌ س‍طح‍ی‌ در خ‍اک‍ه‍ای‌ درش‍ت‌ دان‍ه‌ ب‍راس‍اس‌ آزم‍ای‍ش‍ه‍ای‌ ص‍ح‍رای‍ی‌</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>153ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9109&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>س‍ارا زم‍ان‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ف‍ره‍ادی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</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>9110</thesis_id>
	<thesis_code>ths9110</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>,Base reinforcement of soft soils with geotextile for construction of earth fills</title>
	<title_fa>ت‍س‍ل‍ی‍ح‌ س‍طح‍ی‌ ب‍س‍ت‍ره‍ای‌ ن‍رم‌ ب‍ا اس‍ت‍ف‍اده‌ از ژئ‍وت‍ک‍س‍ت‍ای‍ل‌ ب‍ه‌ م‍ن‍ظور اح‍داث‌ خ‍اک‍ری‍زه‍ا</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>109ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9110&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>س‍ی‍د اس‍دال‍ل‍ه‌ ح‍س‍ی‍ن‍ی‌</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>9111</thesis_id>
	<thesis_code>ths9111</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 bearing capacity of shallow foundation adjacent rock slope reinforced with roc</title>
	<title_fa>م‍طال‍ع‍ه‌ ع‍ددی‌ ظرف‍ی‍ت‌ ب‍ارب‍ری‌ پ‍ی‌ ه‍ای‌ س‍طح‍ی‌ م‍ج‍اور ش‍ی‍ب‌ ه‍ای‌ س‍ن‍گ‍ی‌ م‍س‍ل‍ح‌ ش‍ده‌ ب‍ا راک‌ ب‍ول‍ت‌ (پ‍ی‍چ‌ س‍ن‍گ‌)</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>100ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9111&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>اب‍راه‍ی‍م‌ ت‍ب‍ع‍ه‌ ای‍زدی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر م‍ح‍م‍درض‍ا آص‍ف‌</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>9112</thesis_id>
	<thesis_code>ths9112</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>,The analytical study on the effect of the surcharge on reinforced soil slopes based on the horizonta</title>
	<title_fa>م‍طال‍ع‍ه‌ ت‍ح‍ل‍ی‍ل‍ی‌ اث‍ر س‍رب‍ار ب‍ر ش‍ی‍ب‌ ه‍اب‌ خ‍اک‌ م‍س‍ل‍ح‌ ب‍ه‌ روش‌ ق‍طع‍ات‌ اف‍ق‍ی‌</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>224ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9112&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>ع‍ل‍ی‌ ت‍ف‍رش‍ی‌ م‍طل‍ق‌</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>9113</thesis_id>
	<thesis_code>ths9113</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>,Thermomechanical constitutive modeling of saturated clays</title>
	<title_fa>م‍دل‌ س‍ازی‌ رف‍ت‍ار ت‍رم‍وم‍ک‍ان‍ی‍ک‌ خ‍اک‌ ه‍ای‌ رس‍ی‌ 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>134ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9113&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>س‍ی‍روس‌ خ‍زاع‍ی‌</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>9114</thesis_id>
	<thesis_code>ths9114</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 simulation of wellbore stability mechanism in clay</title>
	<title_fa>م‍دل‍س‍ازی‌ ع‍ددی‌ م‍ک‍ان‍ی‍س‍م‌ ن‍اپ‍ای‍داری‌ چ‍اه‌ ه‍ای‌ ن‍ف‍ت‍ی‌ در س‍ازن‍ده‍ای‌ رس‍ی‌</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>137ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9114&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>ب‍ه‍زاد روح‌ ب‍خ‍ش‌</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>9115</thesis_id>
	<thesis_code>ths9115</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 analysis of the performance of stone columns in layered soils</title>
	<title_fa>ت‍ح‍ل‍ی‍ل‌ ع‍ددی‌ ع‍م‍ل‍ک‍رد س‍ت‍ون‌ ه‍ای‌ س‍ن‍گ‍ی‌ در خ‍اک‌ ه‍ای‌ لای‍ه‌ 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>149ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9115&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>ک‍ه‍زادی‌،س‍ج‍اد</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر م‍ح‍م‍درض‍ا آص‍ف‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</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>9116</thesis_id>
	<thesis_code>ths9116</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 surface settlement due to excavation of urban metro tunnel and case study of K</title>
	<title_fa>م‍دل‌ س‍ازی‌ ع‍ددی‌ ن‍ش‍س‍ت‌ س‍طح‍ی‌ زم‍ی‍ن‌ در اث‍ر ح‍ف‍ر ت‍ون‍ل‌ ه‍ای‌ م‍ت‍رو ش‍ه‍ری‌ و م‍طال‍ع‍ه‌ م‍وردی‌ خ‍ط دو م‍ت‍روی‌ ش‍ه‍ری‌ ک‍رج</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>238ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9116&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 ص‍دی‍ق‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر م‍ح‍م‍درض‍ا آص‍ف‌</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>9117</thesis_id>
	<thesis_code>ths9117</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 adjacent to sandy slopes</title>
	<title_fa>م‍دل‍س‍ازی‌ ت‍راک‍م‌ دی‍ن‍ام‍ی‍ک‍ی‌ ب‍ر روی‌ خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای‌ خ‍ش‍ک‌ در م‍ج‍اورت‌ ش‍ی‍ب‌ ه‍ا</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>152ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9117&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>ال‍ه‍ام‌ ق‍ن‍ب‍ری‌</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>9118</thesis_id>
	<thesis_code>ths9118</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>‌,The study of seismic behavior of asphaltic core dams with dynamic and pseudo-static analysis</title>
	<title_fa>م‍طال‍ع‍ه‌ رف‍ت‍ار ل‍رزه‌ ای‌ س‍ده‍ای‌ ه‍س‍ت‍ه‌ آس‍ف‍ال‍ت‍ی‌ ب‍ا اس‍ت‍ف‍اده‌ از ت‍ح‍ل‍ی‍ل‍ه‍ای‌ دی‍ن‍ام‍ی‍ک‍ی‌ و ش‍ب‍ه‌ اس‍ت‍ات‍ی‍ک‍ی</title_fa>
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