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	<title>Meeting Minutes &#8211; SEAGS</title>
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		<title>All GC and AGSSEA Meeting Minutes</title>
		<link>https://seags.ait.ac.th/meeting-minutes/meeting-minutes/</link>
		
		<dc:creator><![CDATA[SEAGS Secretary]]></dc:creator>
		<pubDate>Tue, 27 Aug 2019 11:05:57 +0000</pubDate>
				<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=33164</guid>

					<description><![CDATA[AGSSEA Meeting Minutes GC Meeting Minutes]]></description>
										<content:encoded><![CDATA[<ul>
<li>
<h3><strong><a href="http://seags.ait.asia/agssea-meeting-minutes/agssea-minutes/" rel="bookmark">AGSSEA Meeting Minutes</a></strong></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/gc-meeting-minutes/gc-meeting-minutes/" rel="bookmark"><strong>GC Meeting Minutes</strong></a></h3>
</li>
</ul>
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		<title>6.9.1  Three-Dimensional Modelling of an Excavation Adjacent to a Major Structure, Undermining of an Unlined Tunnel in Rock, etc.: Mike Coulthard</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/mike-coulthard/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Wed, 09 Nov 2016 07:40:00 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21916</guid>

					<description><![CDATA[Three-Dimensional Modelling of an Excavation Adjacent to a Major Structure Undermining of an Unlined Tunnel in Rock  &#8211; FLAC 3D Modelling Slope Stability at Ok Tedi Mine Modelling of Stability [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/f3_BBusway.pdf" rel="">Three-Dimensional Modelling of an Excavation Adjacent to a Major Structure</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/FLAC01_cataract.pdf" rel="">Undermining of an Unlined Tunnel in Rock  &#8211; FLAC 3D Modelling</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/flac99_otml.pdf" rel="">Slope Stability at Ok Tedi Mine Modelling of Stability of High Westwall at Ok Tedi Copper &#8211; Gold Mine</a></strong></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith_Jul06_1.pdf" rel="">Itasca software Introduction to explicit finite difference nonlinear stress analysis programs from Itasca Consulting Group, Minneapolis</a></strong></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/iacmag11_sr.pdf" rel="">Slope Stability at Savage River Mine Numerical Modelling of Complex Slope Movements at Savage River Mine, Tasmania</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/u_lcrk.pdf" rel="">Application of UDEC to a stress &#8211; related mine slope failure at Leigh Creek, South Australia</a></strong></span></h5>
</li>
</ul>
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		<title>6.10.2  Pavement Rehabiliation, Insitut Stabilisation, Typically, the residual black soil subgrade exhibits the following material characteristics, etc.: Rama QDMR</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/rama-qdmr/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Wed, 09 Nov 2016 07:31:58 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21901</guid>

					<description><![CDATA[Pavement Rehabilitation Insitu Stabilisation Typically, the residual black soil subgrade exhibits the following material characteristics Pavement Rehabilitation &#8211; Defects and Causes Presentation Overlay]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/06_Pavement-Rehab-Options.pdf" rel="">Pavement Rehabilitation</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/12_Insitu-Stabilisation_MAY-workshop.pdf" rel="">Insitu Stabilisation</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/19_Expansive-subgrades.pdf" rel="">Typically, the residual black soil subgrade exhibits the following material characteristics</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/defects210802.pdf" rel="">Pavement Rehabilitation &#8211; Defects and Causes</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Presentation1_Overlay.pdf" rel="">Presentation Overlay</a></span></h5>
</li>
</ul>
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		<title>6.10.3  AASHTO and AUSTROADS Pavement Design, Airport Pavement Design, Designs Factors for Flexible and Rigid Pavement Design, Hot Mix Asphalt Materials and Characteristics, etc.:  Kunnawee Kanitpong</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/kunawee/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Wed, 09 Nov 2016 06:57:47 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21870</guid>

					<description><![CDATA[AASHTO and AUSTROADS Pavement Design &#8211; 1 AASHTO and AUSTROADS Pavement Design &#8211; 2 Airport Pavement Design I Airport Pavement Design II Airport Pavement Design III Designs Factors for Flexible [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/AASHTO-and-AUSTROADS.pdf" rel="">AASHTO and AUSTROADS Pavement Design &#8211; 1</a><br />
</strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/AASHTO-and-AUSTROADS.ppt-Compatibility-M.pdf" rel="">AASHTO and AUSTROADS Pavement Design &#8211; 2</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Airport-Pavement-Design-I.pdf" rel="">Airport Pavement Design I</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Airport-Pavement-Design-II.pdf" rel="">Airport Pavement Design II</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Airport-Pavement-Design-III.pdf" rel="">Airport Pavement Design III</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Designs-Factors-I.pdf" rel="">Designs Factors for Flexible and Rigid Pavement Design &#8211; 1</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Designs-Factors.ppt-Compatibility-M.pdf" rel="">Designs Factors for Flexible and Rigid Pavement Design &#8211; 2</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Hot-Mix-Asphalt-Materials-and-Characteristics-I.pdf" rel="">Hot Mix Asphalt Materials and Characteristics I</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Hot-Mix-Asphalt-Materials-and-Characteristics-II.pdf" rel="">Hot Mix Asphalt Materials and Characteristics II</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Hot-Mix-Asphalt-Materials-and-Characteristics-III.pdf" rel="">Hot Mix Asphalt Materials and Characteristics III</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Mechanistic-Empirical.pdf" rel="">Mechanistic &#8211; Empirical Pavement Design of New and Rehabilitated Pavements &#8211; 1</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Mechanistic-Empirical.ppt-Compatibility-M.pdf" rel="">Mechanistic &#8211; Empirical Pavement Design of New and Rehabilitated Pavements &#8211; 2</a></strong></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/New-Pavement-Construction-Technologies_v.2.ppt-Compatibility-M.pdf" rel="">New Pavement Construction Technologies for Environmental and Economical Sustainable Development</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Pavement-Recycling-I.pdf" rel="">Pavement Recycling I</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Pavement-Recycling-II.pdf" rel="">Pavement Recycling II</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Pavement-Recycling-III.pdf" rel="">Pavement Recycling III</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Pavement-Recycling.ppt-Compatibility-M.pdf" rel="">Pavement Recycling &#8211; III</a></strong></span></h5>
</li>
</ul>
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		<title>6.10.4  Pavement Engineering and Maintenance Management, Pavement Condition Surveys, Pavement Maintenance Planningม etc.: T.F. Fwa</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/tf-fwa/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Wed, 09 Nov 2016 06:44:06 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21848</guid>

					<description><![CDATA[Pavement Engineering and Maintenance Management Pavement Maintenance Management Systems Pavement Condition Surveys Pavement Maintenance Planning  Pavement Roughness Evaluation Pavement Skid Resistance Evaluation and Management Nondestructive Structural Evaluation of Rigid Pavement [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L1-Total-Highway-Mgmt-PMS-PMMS-11-2007.pdf" rel="">Pavement Engineering and Maintenance Management</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L2-PMMS-11-2007.pdf" rel="">Pavement Maintenance Management Systems</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L3-Condition-Survey-11-2007.pdf" rel="">Pavement Condition Surveys</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L4-Priority-rating-Optimal-PMMS-11-2007.pdf" rel="">Pavement Maintenance Planning</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L5-Pavement-Roughness-Evaluation-11-2007.pdf" rel=""> Pavement Roughness Evaluation</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L6-Pavement-Skid-Resistance.pdf" rel="">Pavement Skid Resistance Evaluation and Management</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L7-NDT-on-rigid-Pavements-NUS-BACK.pdf" rel="">Nondestructive Structural Evaluation of Rigid Pavement</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L8-NDT-on-Flexible-Pavement.pdf" rel="">Nondestructive Structural Evaluation of Flexible Pavement</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L9-Budget-Planning.pdf" rel="">Budget Planning and Optimal Programming for Pavement Management</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/L10-Highway-Asset-Management.pdf" rel="">Highway Asset Management</a></strong></span></h5>
</li>
</ul>
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		<title>6.12 Introduction and BMS, Inspection, Evaluation and Maintenance, Bridge Management System and Maintenance of Bridges, Stress Measurement, etc.: Kentaro Yamada</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/kentaro-yamada/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Tue, 08 Nov 2016 10:53:12 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21819</guid>

					<description><![CDATA[Introduction and BMS Inspection, Evaluation and Maintenance Bridge Management System and Maintenance of Bridges Stress Measurement Retrofitting, example of orthotropic steel deck Bridge Management System and Maintenance of Bridges]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith1-BMS.pdf" rel="">Introduction and BMS</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith2-Inspection.pdf" rel="">Inspection, Evaluation and Maintenance</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith3-fatigue1.pdf" rel="">Bridge Management System and Maintenance of Bridges</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith4.pdf" rel="">Stress Measurement</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith5-Retrofit.pdf" rel="">Retrofitting, example of orthotropic steel deck</a></strong></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><strong><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Griffith6-Corrosionl.pdf" rel="">Bridge Management System and Maintenance of Bridges</a></strong></span></h5>
</li>
</ul>
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		<title>6.2 (c.2)  Process design &#038; Geotechnical design of deep mixing, Historical Evolution of Deep Mixing Method, New Kitakyushu Airport: Masaaki Terashi</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/masaaki-terashi/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Tue, 08 Nov 2016 10:42:41 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21802</guid>

					<description><![CDATA[Process design &#38; Geotechnical design of deep mixing Historical Evolution of Deep Mixing Method New Kitakyushu Airport]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Geotech-and-Process-Design.pdf" rel="">Process design &amp; Geotechnical design of deep mixing</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Historical-Evolution-dmm.pdf" rel="">Historical Evolution of Deep Mixing Method</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/New-Kitakyushu-Airport.pdf" rel="">New Kitakyushu Airport</a></span></h5>
</li>
</ul>
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		<title>6.5.4: Evaluation of Performance of Diaphragm Walls &#038; Case Histories of Failures in Geotechnical Engineering Practice: Richard N. Hwang</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/richard-n-hwang/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Tue, 08 Nov 2016 10:34:51 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21791</guid>

					<description><![CDATA[Evaluation of Performance of Diaphragm Walls Case Histories of Failures in Geotechnical Engineering Practice]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/04-Evaluation-of-Diaphragm-walls.pdf" rel="">Evaluation of Performance of Diaphragm Walls</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/05-Case-Histories-of-Failures.pdf" rel="">Case Histories of Failures in Geotechnical Engineering Practice</a></span></h5>
</li>
</ul>
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		<title>6.5.3:  Deep Excavations: Stephen Buttling</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/stephen-butling/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Tue, 08 Nov 2016 10:32:35 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21784</guid>

					<description><![CDATA[Deep excavations &#8211; 1 Deep excavations &#8211; 2]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/01-Deep-excavations-1.pdf" rel="">Deep excavations &#8211; 1</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/03-Deep-excavations-3.pdf" rel="">Deep excavations &#8211; 2<br />
</a></span></h5>
</li>
</ul>
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		<title>6.11.1 Probabilistic Methods in Geotechnical Engineering: Risk and Reliability, Quantitative Risk Assessment (QRA) – Theory and applications &#038; Risk Assessment for Submarine Slides: Farrokh Nadim</title>
		<link>https://seags.ait.ac.th/6_lecture-notes-in-pdf-form/farrokh-nadim-malcolm-barker-and-john-read/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Tue, 08 Nov 2016 10:16:16 +0000</pubDate>
				<category><![CDATA[6_Lecture Notes in pdf. form:]]></category>
		<category><![CDATA[Meeting Minutes]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21762</guid>

					<description><![CDATA[Nadim &#8211; presentations Probabilistic Methods in Geotechnical Engineering: Risk and Reliability Quantitative Risk Assessment (QRA) – Theory and applications Risk Assessment for Submarine Slides]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Nadim_presentations.pdf" rel="">Nadim &#8211; presentations</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Nadim1-riskreliability_Griffith_Univ.pdf" rel="">Probabilistic Methods in Geotechnical Engineering: Risk and Reliability</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Nadim2_QRA_Griffith_Univ.pdf" rel="">Quantitative Risk Assessment (QRA) – Theory and applications</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Nadim4_Offshore_Griffith_Univ.pdf" rel="">Risk Assessment for Submarine Slides</a></span></h5>
</li>
</ul>
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