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	<title>2_AIT Related Materials &#8211; SEAGS</title>
	<atom:link href="https://seags.ait.ac.th/category/2_ait-related-materials/feed/" rel="self" type="application/rss+xml" />
	<link>https://seags.ait.ac.th</link>
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	<lastBuildDate>Thu, 10 Nov 2016 10:20:11 +0000</lastBuildDate>
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		<title>Building Damage with Tunnelling etc: Wen Dazhi</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/building-damage-with-tunnelling-etc-wen-dazhi/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 09:16:50 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21240</guid>

					<description><![CDATA[Building Damage Assessment]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li>
<h5><a href="http://seags.ait.asia/wp-content/uploads/Building-Damage-Assessment-16022007-1.pdf" rel="">Building Damage Assessment</a></h5>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Ground Improvement Practice: Prof. Rainer Massarsch</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/ground-improvement-practice-prof-rainer-massarsch/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 09:14:16 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21226</guid>

					<description><![CDATA[Regional Report: European Practice of Soil Mixing Technology Standardisation of Deep Mixing Methods Compaction Projects: Case Histories Deep Vibration Compaction Euro Codes European Experience of Deep Mixing Method Improvement of [&#8230;]]]></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/2005-Regional-Report-Europe.pdf" rel="">Regional Report: European Practice of Soil Mixing Technology </a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/2005-Standardisation-of-Deep-Mixing.pdf" rel="">Standardisation of Deep Mixing Methods </a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/KRM-Compaction-Case-histories-Corr.pdf" rel="">Compaction Projects: Case Histories</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/KRM-Deep-Vibr-Compaction.pdf" rel="">Deep Vibration Compaction</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/KRM-Euro-Codes-DM.pdf" rel="">Euro Codes</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/KRM-European-Experience-DM.pdf" rel="">European Experience 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/KRM-Improvement-of-coarse-corr.pdf" rel="">Improvement of Coarse-grained Soils</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/KRM-Seismic-testing.pdf" rel="">Evaluation of of DM Columns from Seismic Tests</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/KRM-Vertical-drainage.pdf" rel="">Vertical Drainage Execution Aspects</a></span></h5>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>6.2 (c.1)  Deep chemical mixing, sand compaction pile etc: M. Kitazume</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/21200/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 09:03:40 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21200</guid>

					<description><![CDATA[Deformation &#38; failure of DM group columns Emerging Technology Construction of a man-made island for Central Japan International Airport by the pneumatic flow mixing method Emerging Technology Development of Pneumatic [&#8230;]]]></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/Deformation-and-failure-of-DM-group-columns.pdf" rel="">Deformation &amp; failure of DM group columns</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Emerging-technology-Central-Japan-International-Airport.pdf" rel="">Emerging Technology Construction of a man-made island for Central Japan International Airport by the pneumatic flow mixing method</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Emerging-technology-preumatic-flow-mixing-method.pdf" rel="">Emerging Technology Development of Pneumatic Flow Mixing Method</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/outline-of-DMM.pdf" rel="">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/Sand-Compaction-Pile-Method-1.pdf" rel="">Sand Compaction Pile Method</a></span></h5>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>6.2 (a.3)  Consolidation data analyses- use of PVD and surcharge  etc: Prof. Sven Hansbo</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/consolidation-data-analyses-use-of-pvd-and-surcharge-etc-prof-sven-hansbo/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 08:59:36 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21184</guid>

					<description><![CDATA[Experience of consolidation process from test areas with and without vertical drains Oedometer tests]]></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/Experience-consolidation.doc-.pdf" rel="">Experience of consolidation process from test areas with and without vertical drains</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Hansbo_Consolidation_pvd_etc.pdf" rel="">Oedometer tests<br />
</a></span></h5>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>6.1.3 Rock Socketted Piles: Chris Haberfield</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/rock-socketted-piles-chris-haberfield/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 08:50:00 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21171</guid>

					<description><![CDATA[Introduction to the Design of Rock Socketed Piles Understanding Shaft Resistance in Rock Socketed Piles]]></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/Lecture-1.pdf" rel="">Introduction to the Design of Rock Socketed Piles</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Lecture-2.pdf" rel="">Understanding Shaft Resistance in Rock Socketed Piles</a></span></h5>
</li>
</ul>
<h5></h5>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>6.2 (b.2)  Geosynthetics &#038; Coastal Structures: Prof. Hocine Oumeraci</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/geosynthetics-coastal-structures-prof-hocine-oumeraci/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 08:06:44 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21093</guid>

					<description><![CDATA[Geotextile Sand Containers in Coastal Protection-with Particular Focus on Hydraulic Stability Example Applications of Geotextile Sand Containers (GSC) for Shore Protection Relevant Processes for the Hydraulic Stability of Geotextile Sand [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul style="list-style-type: square;">
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/brisbane_lecture1.pdf" rel="">Geotextile Sand Containers in Coastal Protection-with Particular Focus on Hydraulic Stability</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/brisbane_lecture2.pdf" rel="">Example Applications of Geotextile Sand Containers (GSC) for Shore Protection</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/brisbane_lecture3.pdf" rel="">Relevant Processes for the Hydraulic Stability of Geotextile Sand Containers</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/brisbane_lecture4.pdf" rel="">Simple and Process-Based Stability Formulae and Example Calculations for GSC on the Slope and Crest of Coastal Structures</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/COP_Geocont.pdf" rel="">SAND-FILLED GEOTEXTILE CONTAINERS FOR SHORE PROTECTION</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/COPEDEC_Paper_Oumeraci_O_03.pdf" rel="">CORE MADE OF GEOTEXTILE SAND CONTAINERS FOR RUBBLE MOUND BREAKWATERS AND SEAWALLS: EFFECT ON HYDRAULIC STABILITY AND PERFOMANCE</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Geotex_Sand_Containers_oum_first_draft.pdf" rel="">GEOTEXTILE SAND CONTAINERS FOR SHORE PROTECTION</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/LWI-942-Numercal-Investigation-Recio-Oumeraci-.pdf" rel="">Numerical Simulations on the Stability of Coastal Structures made of Geotextile Sand Containers (GSC</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/LWI-943-Permeabilty-GSC-structures-Recio-Oumeraci-.pdf" rel="">Permeability of GSC-Structures-Laboratory Tests and Results-</a></span></h5>
</li>
<li style="text-align: justify;">
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/LWI-944-Process-Recio-oumeraci-.pdf" rel="">Processes Affecting the Hydraulic Stability of Geotextile Sand Containers -Experimental Studies-<br />
</a></span></h5>
</li>
</ul>
<h5 style="text-align: justify;"><span style="color: #003300;"> </span></h5>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>6.2 (b.1)  Geosynthetics &#038; Applications: Prof. Jie Han</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/prof-jie-han/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 07:45:52 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21048</guid>

					<description><![CDATA[Basics of Pavement Design Design of Geosynthetics for Earth Walls under Special Conditions Design of Geosynthetics for Embankments over Weak Soils Design of Geosynthetics for Paved Roads Design of Geosynthetics [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Basics_of_Pavement_Design.pdf" rel="">Basics of Pavement Design</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Design_of_Geosynthetics_for_Earth_Walls_under_Special_Conditions.pdf" rel="">Design of Geosynthetics for Earth Walls under Special Conditions</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Design_of_Geosynthetics_for_Embankments_over_Weak_Soils.pdf" rel="">Design of Geosynthetics for Embankments over Weak Soils</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Design_of_Geosynthetics_for_Paved_Roads.pdf" rel="">Design of Geosynthetics for Paved Roads</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Design_of_Geosynthetics_for_Slope_Stability.pdf" rel="">Design of Geosynthetics for Slope Stability</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/Design_of_Geosynthetics_for_Unpaved_Roads.pdf" rel="">Design of Geosynthetics for Unpaved Roads</a></span></h5>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>6.1.1 Basics Designs of Piled Foundations, Background &#038; Basic Principles, Case Histories of Results from Instrumented Piles and Soils, etc.: Prof. Bengt Fellenius</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/pile-testing-and-deep-foundations/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 07:38:25 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=21032</guid>

					<description><![CDATA[Basics Designs of Piled Foundations Background and Basic Principles Case Histories of Results from Instrumented Piles and Soils Load Transfer and Capacity of Piles The Unified Method for Design of [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/01-Brisbane-Static-Test.pdf" rel="">Basics Designs of Piled Foundations</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/02-Brisbane-Background.pdf" rel="">Background and Basic Principles</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/03-Brisbane-Case-Histories.pdf" rel="">Case Histories of Results from Instrumented Piles and Soils</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/04-Brisbane-Analysis.pdf" rel="">Load Transfer and Capacity of Piles</a></span></h5>
</li>
<li>
<h5><span style="color: #003300;"><a style="color: #003300;" href="http://seags.ait.asia/wp-content/uploads/05-Brisbane-Unified-Method.pdf" rel="">The Unified Method for Design of Piled Foundations for Capacity, Drag Load, Settlement, and Downdrag<br />
</a></span></h5>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Earthquake resistant Design etc: Earthquake resistant Design etc</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/earthquake-resistant-design-etc-earthquake-resistant-design-etc/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 07:06:39 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=20972</guid>

					<description><![CDATA[Chapter 1: Knowledge of Soil Mechanics Chapter 4: Wave Propagation in Elastic Medium Chapter 6: Dynamic Response Analysis Chapter 8: Filed Investigation Chapter 11: Stress Strain Models Chapter10: Laboratory Tests [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter1to3BW.pdf" rel="">Chapter 1: Knowledge of Soil Mechanics </a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter4to5BW.pdf" rel="">Chapter 4: Wave Propagation in Elastic Medium </a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter6to7BW.pdf" rel="">Chapter 6: Dynamic Response Analysis </a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter8to9BW.pdf" rel="">Chapter 8: Filed Investigation </a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter11to12BW.pdf" rel="">Chapter 11: Stress Strain Models</a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter10BW-1.pdf" rel="">Chapter10: Laboratory Tests on Dynamic Properties of Soils</a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter13BW.pdf" rel="">Chapter 13: Seismic Force on Exerted Structures</a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter14BW.pdf" rel="">Chapter 14: Seismic Behaviour of Slopes and Embankments</a></strong></li>
<li><strong><a href="http://seags.ait.asia/wp-content/uploads/Chapter15BW.pdf" rel="">Chapter 15: Landslides</a></strong></li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>Landslides in HK &#038; GEO Work in HK</title>
		<link>https://seags.ait.ac.th/2_ait-related-materials/landslides-in-hk-geo-work-in-hk/</link>
		
		<dc:creator><![CDATA[itsupport installer]]></dc:creator>
		<pubDate>Fri, 04 Nov 2016 06:56:12 +0000</pubDate>
				<category><![CDATA[2_AIT Related Materials]]></category>
		<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=20940</guid>

					<description><![CDATA[Session 1: Topography, Geology and Rainfall Session 3: Landslides History in Hong Kong Session 4: SM Lab Tests Stability of Slopes and Exercises Session 5: Ground Investigation, Field Instrumentation and [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/P_GRIFFITH_Session-1_Topography-Geology-and-Rainfall.pdf" rel="">Session 1: Topography, Geology and Rainfall</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/P_GRIFFITH_Session-3_Landslides-History-in-Hong-Kong.pdf" rel="">Session 3: Landslides History in Hong Kong</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/P_GRIFFITH_Session-4_SM_Lab-Tests_Stability-of-Slopes-and-Exercises.pdf" rel="">Session 4: SM Lab Tests Stability of Slopes and Exercises</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/P_GRIFFITH_Session-5_Ground-Investigation-Field-Instrumentation-and-Exercise-1.pdf" rel="">Session 5: Ground Investigation, Field Instrumentation and Exercise</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/P_GRIFFITH_Session-7_Slope-Safety-Part-1-1.pdf" rel="">Session 7: Slope Safety (Part 1)</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/P_GRIFFITH_Session-8_Slope-Safety-Part-2-1.pdf" rel="">Session 8: Slope Safety (Part 2)</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Residual-Soils-Slopes-and-Landslides-in-Hong-Kong_Workshop-Schedule.pdf" rel="">Residual Soils Slopes and Landslides in Hong Kong Workshop Schedule</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-1_Geoguide_3_HK-Rocks-and-Superficial-Deposits.pdf" rel="">Session 1: Geoguide 3 HK Rocks and Superficial Deposits</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-1_Geoguide_3_Tables-for-Soil-and-Rock.pdf" rel="">Session 1: Geoguide 3 Tables for Soil and Rock</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-2_Relationship-between-Rainfall-and-Landslides-in-Hong-Kong-Brand-EW-etal-1984.pdf" rel="">Session 2: Relationship between Rainfall and Landslides in Hong Kong (Brand EW etal 1984)</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-2_Rpt220_Review-of-Landslides-in-2005.pdf" rel="">Session 2: Rpt220 Review of Landslides in 2005</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-4_Part-1_Fundamental-Soil-Mechanics-Principles-with-tutorial-1.pdf" rel="">Session 4: Part-1 Fundamental Soil Mechanics Principles (with tutorial)</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-4_Part-2_Fundamental-Soil-Mechanics-Principles-1.pdf" rel="">Session 4: Part-2 Fundamental Soil Mechanics Principles</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-6_Design-Practice-and-Technical-Developments-of-Soil-Nailing-in-Hong-Kong-Pun-and-Shiu-2007.pdf" rel="">Session 6: Design Practice and Technical Developments of Soil Nailing in Hong Kong (Pun and Shiu 2007)</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-6_Learning-from-slope-failures-in-Hong-Kong-HNW-and-KKSH-2000.pdf" rel="">Session 6: Learning from slope failures in Hong Kong (HNW and KKSH 2000)</a></strong></li>
<li style="text-align: justify;"><strong><a href="http://seags.ait.asia/wp-content/uploads/Session-7_Safe-and-Green-Slopes-The-Holistic-Hong-Kong-Approach-RKSChan-2005.pdf" rel="">Session 7: Safe and Green Slopes &#8211; The Holistic Hong Kong Approach (RKSChan 2005)</a></strong></li>
</ul>
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