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	<thesis_id>9160</thesis_id>
	<thesis_code>ths9160</thesis_code>
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	<title>,3-Dimensional modeling of the performance excavation walls stabilized using concrete blocks and anch</title>
	<title_fa>م‍دل‍س‍ازی‌ س‍ه‌ ب‍ع‍دی‌ رف‍ت‍ار دی‍واره‌ه‍ای‌ گ‍ود پ‍ای‍دار ش‍ده‌ ب‍ا روش‌ ب‍ل‍وک‌ ه‍ای‌ ب‍ت‍ن‍ی‌ و ان‍ک‍راژ</title_fa>
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	<e_date_day></e_date_day>
	
	<subject></subject>
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	<field></field>
	<degree></degree>
	<pages>120ص‌</pages>
	<description></description>
	<content></content>
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	<abstract></abstract>
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				<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>9161</thesis_id>
	<thesis_code>ths9161</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 tamper shape effects to minimize vibrations induced during dynamic compaction</title>
	<title_fa>م‍دل‍س‍ازی‌ ع‍ددی‌ اث‍رات‌ ش‍ک‍ل‌ ک‍وب‍ه‌ ب‍رای‌ ک‍اه‍ش‌ ارت‍ع‍اش‍ات‌ ن‍اش‍ی‌ از ع‍م‍ل‍ی‍ات‌ ت‍راک‍م</title_fa>
	<language>15</language>

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	<e_date_month></e_date_month>
	<e_date_day></e_date_day>
	
	<subject></subject>
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	<field></field>
	<degree></degree>
	<pages>97ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9161&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>س‍ح‍ر م‍ه‍دی‌ پ‍ور</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</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>9162</thesis_id>
	<thesis_code>ths9162</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>,3-Dimensional modeling of the performance of excavation walls stabilized using anchored pile wall</title>
	<title_fa>م‍دل‌ س‍ازی‌ س‍ه‌ ب‍ع‍دی‌ رف‍ت‍ار دی‍واره‌ ه‍ای‌ گ‍ود پ‍ای‍دار ش‍ده‌ ب‍ا روش‌ ش‍م‍ع‌ ه‍ای‌ ن‍گ‍ه‍ب‍ان‌ و ان‍ک‍راژ</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>143ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9162&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>ف‍رش‍اد رش‍ی‍دی‌</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>
	<study_design_fa></study_design_fa>

	
	<thesis_duration></thesis_duration>
	
	<ethic></ethic>
	<status>خاتمه یافته</status>

	

	</thesis>
	

	
	

	

	<thesis>
	

	<thesis_id>9163</thesis_id>
	<thesis_code>ths9163</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 on suitable methods for excavation in south of Tehran due to displacement control surrounding</title>
	<title_fa>ب‍ررس‍ی‌ روش‌ م‍ن‍اس‍ب‌ گ‍ودب‍رداری‌ در ج‍ن‍وب‌ ت‍ه‍ران‌ ب‍ا ت‍وج‍ه‌ ب‍ه‌ م‍ع‍ی‍اره‍ای‌ ک‍ن‍ت‍رل‌ ت‍غ‍ی‍ی‍ر م‍ک‍ان‌ س‍ازه‌ ه‍ای‌ اطراف‌,</title_fa>
	<language>15</language>

	<date_type>jalali</date_type>
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	<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>172ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9163&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>م‍ح‍س‍ن‌ زن‍گ‍ی‌</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>9164</thesis_id>
	<thesis_code>ths9164</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>‌,Scale effect on the behavior of Ggeogrid- reinforced soil under cyclic loadings</title>
	<title_fa>اث‍ر م‍ق‍ی‍اس‌ ب‍ر رف‍ت‍ار ب‍س‍ت‍ره‍ای‌ م‍س‍ل‍ح‌ ش‍ده‌ ب‍ا ژئ‍وگ‍ری‍د ت‍ح‍ت‌ ب‍ارگ‍ذاری‌ س‍ی‍ک‍ل‍ی</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>120ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9164&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 خ‍زای‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر غ‍لام‍ح‍س‍ی‍ن‌ ت‍وک‍ل‍ی‌ م‍ه‍رج‍ردی‌</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>9165</thesis_id>
	<thesis_code>ths9165</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 the behaviour of dredged calcareous sands with considering the type of reinforcement u</title>
	<title_fa>ارزی‍اب‍ی‌ رف‍ت‍ار خ‍اک‌ ه‍ای‌ ک‍رب‍ن‍ات‍ه‌ لای‍روب‍ی‌ ش‍ده‌ ب‍ا اث‍ر ن‍وع‌ م‍س‍ل‍ح‌ ک‍ن‍ن‍ده‌ ت‍ح‍ت‌ ب‍ارگ‍ذاری‌ ت‍ک‍راری‌</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=9165&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 ب‍ح‍ری‍ن‍ی‌ ب‍ی‌ ب‍ی‌ ح‍ی‍ات‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ق‍ن‍ب‍ری‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر غ‍لام‍ح‍س‍ی‍ن‌ ت‍وک‍ل‍ی‌ م‍ه‍رج‍ردی‌</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>9166</thesis_id>
	<thesis_code>ths9166</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 adjacent to the slopes considering the effects of models s</title>
	<title_fa>م‍دل‍س‍ازی‌ آزم‍ای‍ش‍گ‍اه‍ی‌ ع‍م‍ل‍ی‍ات‌ ت‍راک‍م‌ دی‍ن‍ام‍ی‍ک‍ی‌ در م‍ج‍اورت‌ ش‍ی‍ب‌ ب‍ا در ن‍ظرگ‍ی‍ری‌ اث‍ر م‍ق‍ی‍اس‌ ه‍ن‍دس‍ی</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>171ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9166&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 م‍ی‍رزام‍وم‍ن‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</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>9167</thesis_id>
	<thesis_code>ths9167</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>,Scale effect on the behavior of soil reinforced with geogrid</title>
	<title_fa>اث‍ر م‍ق‍ی‍اس‌ ب‍ر رف‍ت‍ار ب‍س‍ت‍ره‍ای‌ م‍س‍ل‍ح‌ ش‍ده‌ ب‍ا ژئ‍وگ‍ری‍د</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>105ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9167&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>م‍ق‍داد م‍رادع‍ل‍ی‌ ب‍ی‍گ‍ی‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر غ‍لام‍ح‍س‍ی‍ن‌ ت‍وک‍ل‍ی‌ م‍ه‍رج‍ردی‌</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>9168</thesis_id>
	<thesis_code>ths9168</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 investigations of the bearing capacity of triangular shell foundations adjacent to the</title>
	<title_fa>ب‍ررس‍ی‌ آزم‍ای‍ش‍گ‍اه‍ی‌ ظرف‍ی‍ت‌ ب‍ارب‍ری‌ پ‍ی‌ ه‍ای‌ پ‍وس‍ت‍ه‌ای‌ م‍ث‍ل‍ث‍ی‌ در م‍ج‍اورت‌ ش‍ی‍ب‌ ه‍ای‌ م‍اس‍ه‌ای‌ م‍س‍ل‍ح‌ 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>168ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9168&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>س‍ی‍دع‍ل‍ی‌ غ‍ف‍اری‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ام‍ی‍ر ح‍م‍ی‍دی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر غ‍لام‍ح‍س‍ی‍ن‌ ت‍وک‍ل‍ی‌ م‍ه‍رج‍ردی‌</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>9169</thesis_id>
	<thesis_code>ths9169</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 method for seismic response analysis of coarse-grained cemented alluviums</title>
	<title_fa>روش‍ی‌ ت‍ح‍ل‍ی‍ل‍ی‌ ب‍رای‌ ت‍ع‍ی‍ی‍ن‌ اث‍ر س‍ی‍م‍ان‍ت‍اس‍ی‍ون‌ ب‍ر پ‍اس‍خ‌ ل‍رزه‌ ای‌ آب‍رف‍ت‌ ه‍ای‌ 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>128ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9169&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>ام‍ی‍ر ت‍راب‍ی‌ پ‍ور</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>9170</thesis_id>
	<thesis_code>ths9170</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 method for analysis and design of soil slopes stabilized by micropiles</title>
	<title_fa>روش‌ ت‍ح‍ل‍ی‍ل‍ی‌ ب‍رای‌ ت‍ح‍ل‍ی‍ل‌ و طراح‍ی‌ م‍ی‍ک‍روپ‍ای‍ل‌ ه‍ای‌ پ‍ای‍دارک‍ن‍ن‍ده‌ ش‍ی‍ب‌ ه‍ای‌ 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>132ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9170&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>ش‍ی‍م‍ا ع‍س‍گ‍ری‌</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>9171</thesis_id>
	<thesis_code>ths9171</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 of interaction between soil and nonlinear behavior of geosynthetics reinforcement versus li</title>
	<title_fa>م‍دل‍س‍ازی‌ رف‍ت‍ار غ‍ی‍رخ‍طی‌ م‍س‍ل‍ح‌ ک‍ن‍ن‍ده‌ ه‍ای‌ ژئ‍وس‍ی‍ن‍ت‍ت‍ی‍ک‍ی‌ در م‍ق‍ای‍س‍ه‌ ب‍ا رف‍ت‍ار خ‍طی‌ در ان‍درک‍ن‍ش‌ ب‍ا خ‍اک</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>106ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9171&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>ب‍ه‍ن‍ام‌ پ‍اک‌ چ‍ه‍ر</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ ف‍ره‍ادی‌ - 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>9172</thesis_id>
	<thesis_code>ths9172</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 on stability of reinforced retaining wall by horizontal slices method</title>
	<title_fa>م‍طال‍ع‍ه‌ ت‍ح‍ل‍ی‍ل‍ی‌ پ‍ای‍داری‌ دی‍واره‍ای‌ خ‍اک‌ م‍س‍ل‍ح‌ ب‍ا اس‍ت‍ف‍اده‌ از 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>138ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9172&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>م‍ج‍ت‍ب‍ی‌ اح‍م‍دآب‍ادی‌</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>9173</thesis_id>
	<thesis_code>ths9173</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>,Effect of soil improvement (grouting method) on seismic bearing capacity of shallow footings (under (</title>
	<title_fa>ب‍ررس‍ی‌ ت‍اث‍ی‍ر ب‍ه‍س‍ازی‌ خ‍اک‌ ب‍ر ظرف‍ی‍ت‌ ب‍ارب‍ری‌ ل‍رزه‌ ای‌ ش‍ال‍وده‌ ه‍ای‌ م‍ن‍ف‍رد (ت‍ح‍ت‌ م‍ول‍ف‍ه‌ ق‍ائ‍م‌ ش‍ت‍اب‌ زم‍ی‍ن‌)</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>167ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9173&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>ع‍ل‍ی‍رض‍ا خ‍ل‍دب‍ری‍ن‌</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍ر ع‍ل‍ی‌ م‍ع‍ص‍وم‍ی‌</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>9174</thesis_id>
	<thesis_code>ths9174</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>‌,dilation relationship in cemented sands ت‌ Investigation shear strength</title>
	<title_fa>ب‍ررس‍ی‌ ارت‍ب‍اط م‍ق‍اوم‍ت‌ ب‍رش‍ی‌ - ات‍س‍اع‌ در خ‍اک‌ ه‍ای‌ م‍اس‍ه‌ ای‌ 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>127ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9174&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 م‍ح‍م‍د س‍ل‍ی‍م‍ان‍ی‌ ب‍اف‍ق‍ی‌</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>9175</thesis_id>
	<thesis_code>ths9175</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 new pseudo static method for seismic analysis of earth dam considering foundation intraction effec</title>
	<title_fa>ت‍دق‍ی‍ق‌ روش‌ ش‍ب‍ه‌ اس‍ت‍ات‍ی‍ک‌ ب‍رای‌ ت‍ح‍ل‍ی‍ل‌ س‍ده‍ای‌ خ‍اک‍ی‌ ب‍ا در ن‍ظر گ‍رف‍ت‍ن‌ اث‍ر ف‍ون‍داس‍ی‍ون</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>165ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9175&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>م‍ص‍طف‍ی‌ ن‍ص‍رال‍ه‌ ت‍ب‍ار آه‍ن‍گ‍ر</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>
				
			
	</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>9176</thesis_id>
	<thesis_code>ths9176</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>‌,Effect of soil - structure interaction on seismic behavior of ductile reinforced concrete moment res</title>
	<title_fa>ب‍ررس‍ی‌ ت‍اث‍ی‍ر ان‍درک‍ن‍ش‌ خ‍اک‌ - س‍ازه‌ ب‍ر رف‍ت‍ار ل‍رزه‌ای‌ س‍اخ‍ت‍م‍ان‍ه‍ای‌ ب‍ت‍ن‌ م‍س‍ل‍ح‌ ش‍ک‍ل‌ پ‍ذی‍ر ب‍ا س‍ی‍س‍ت‍م‌ ق‍اب‌ خ‍م‍ش‍ی</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>163ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9176&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 ح‍م‍ی‍درض‍ا طب‍اطب‍ای‍ی‌ ف‍ر</last_name>
		</executor>
		
		 
				<executor>
				<role>ds</role> 
				<last_name>دک‍ت‍رع‍ل‍ی‌ م‍ع‍ص‍وم‍ی‌</last_name> 
				</executor>
				
		 
				<executor>
				<role>da</role> 
				<last_name>دک‍ت‍ر س‍ی‍دش‍ه‍اب‌ ال‍دی‍ن‌ ی‍ث‍رب‍ی‌</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>9177</thesis_id>
	<thesis_code>ths9177</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 compressibility and volume change behaviour of cemented sands</title>
	<title_fa>ارزی‍اب‍ی‌ وی‍ژگ‍ی‌ ه‍ای‌ ت‍راک‍م‌ پ‍ذی‍ری‌ و ت‍غ‍ی‍ی‍ر ح‍ج‍م‌ خ‍اک‌ ه‍ای‌ 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>146ص‌</pages>
	<description></description>
	<content></content>
	<web_url>http://https://rds.khu.ac.ir/rdsm_thesis.php?thesis_id=9177&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>ام‍ی‍ن‌ ح‍س‍ن‌ زاده‌</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>9178</thesis_id>
	<thesis_code>ths9178</thesis_code>
	<call_no></call_no>
	<irandoc_call_no></irandoc_call_no>
	
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	<pages>127ص‌</pages>
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	<title>‌,Numerical analysis of the effect of reinforcements on bearing capacity of shallow foundation</title>
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