<?xml version="1.0" encoding="UTF-8"?><rss version="2.0"
	xmlns:content="http://purl.org/rss/1.0/modules/content/"
	xmlns:wfw="http://wellformedweb.org/CommentAPI/"
	xmlns:dc="http://purl.org/dc/elements/1.1/"
	xmlns:atom="http://www.w3.org/2005/Atom"
	xmlns:sy="http://purl.org/rss/1.0/modules/syndication/"
	xmlns:slash="http://purl.org/rss/1.0/modules/slash/"
	>

<channel>
	<title>Prof. Bala Achive &#8211; SEAGS</title>
	<atom:link href="https://seags.ait.ac.th/category/prof-bala-achive/feed/" rel="self" type="application/rss+xml" />
	<link>https://seags.ait.ac.th</link>
	<description></description>
	<lastBuildDate>Fri, 13 Mar 2020 11:21:21 +0000</lastBuildDate>
	<language>en-US</language>
	<sy:updatePeriod>
	hourly	</sy:updatePeriod>
	<sy:updateFrequency>
	1	</sy:updateFrequency>
	<generator>https://wordpress.org/?v=6.8</generator>
	<item>
		<title>Links to Journal Articles</title>
		<link>https://seags.ait.ac.th/prof-bala-achive/links-to-journal-articles/</link>
		
		<dc:creator><![CDATA[SEAGS Secretary]]></dc:creator>
		<pubDate>Fri, 13 Mar 2020 09:08:10 +0000</pubDate>
				<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=34369</guid>

					<description><![CDATA[Dr. Chanaton Surarak&#8217;s Papers Geotechnical Aspects of the Bangkok MRT Blue Line Project Small strain stiffness and stiffness – S&#38;F – Likitlersuang et al (2013) Stiffness and Strength Parameters for [&#8230;]]]></description>
										<content:encoded><![CDATA[<h3><span style="text-decoration: underline;">Dr. Chanaton Surarak&#8217;s Papers</span></h3>
<ul>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Chanaton_PhD_Thesis_14_09_10-1.pdf">Geotechnical Aspects of the Bangkok MRT Blue Line Project</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/115-Small-strain-stiffness-and-stiffness-SF-Likitlersuang-et-al-2013-1.pdf">Small strain stiffness and stiffness – S&amp;F – Likitlersuang et al (2013)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1-s2.0-S0038080612000790-main.pdf">Stiffness and Strength Parameters for Hardening Soil Model of Soft and Stiff Bangkok Clays</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/10-Finite-element-analysis-of-a-deep-excavation-1.pdf" target="_blank" rel="noopener"> Finite element analysis of a deep excavation</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/2_SEA-07.pdf">Long-Term Behaviour Prediction of the Bangkok MRT Tunnels using Simplified finite-element Modelling</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/2013_Likitlersuang_et_al_18ICSMGE_381.pdf">Duncan-Chang &#8211; Parameters for Hyperbolic Stress Strain Bahaviour of Soft Bangkok Clay</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/2013_Likitlersuang_et_al_2013_18SEAGC_Singapore.pdf">Analysis of Ground Movements Induced by MRT Construction: A Case Study of Bangkok MRT Blue Line Project</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/14-Combined-cut-and-cover-and-New-Austrian-Tunnelling.pdf" target="_blank" rel="noopener">Combined cut and cover and New Austrian Tunnelling</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/113-simplified-finite-element-gr1-0133-1.pdf" target="_blank" rel="noopener"> Simplified Finite-element Modelling for Tunnelling-induced Settlements</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Strength_and_Stiffness_Parameters_of_Ban.pdf">Strength and Stiffness parameters of Bangkok Clays for Finite Element Analysis</a></h3>
</li>
</ul>
<h3><span style="text-decoration: underline;"><strong>Dr. Daniel Kim&#8217;s papers<br />
</strong></span></h3>
<ul>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Final-thesis_2814725.pdf">Study on the Accuracy of Rock Surface Roughness Data using Close Range Photogrammetry</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2016_06_Kuala-Lumpur_Assessment-of-rock-slope-weathering-based-on-the-alteration-of-photogrammetric-roughness-data.pdf">Assessment of Rock Slope Stability sing Remote Sensing Technique in the Gold Coast Area, Australia</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2013_05_Unsaturated-Seepage-Behavior-Study-Using-Soil-Column-Test_Singapore.pdf">Unsaturated Seepage Behavior Study Using Soil Column Test</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2013_09_The-determination-of-joint-roughness-coefficient-using-three-dimensional-models-for-slope-stability-analysis_Brisbane.pdf">The Determination of Joint Roughness Coefficient using Three-dimensional Models for Slope Stability Analysis</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2014_12_ASSESSMENT-OF-ROCK-JOINT-ROUGHNESS-USING-IMAGE-ANALYSIS-OF-DAMAGED-AREA-IN-DIRECT-SHEAR-TESTS_ACMSM23.pdf">Assessment of Rock Joint Roughness using Image Analysis of Damaged Area in Direct Shear Tests</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2015_02_ANZ-conference_Determination-of-mobilized-asperity-parameters-to-define-rock-joint-shear-strength-in-low-normal-stress-conditions.pdf">Determination of mobilized asperity parameters to define rock joint shear strength in low normal stress conditions</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2016_06_Kuala-Lumpur_Assessment-of-rock-slope-weathering-based-on-the-alteration-of-photogrammetric-roughness-data-1.pdf">Assesment of Rock Slope Weathering Based on the Alteration of Photogrammetric Roughness Data</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2017_09_SEAGS_application-of-photogrammetry-and-image-analysis-for-rock-slope-investigation.pdf">Application of Photogrammetry and Image Analysis for Rock Slope Investigation</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2018_11_Application-of-data-mining-technique-to-complement-photogrammetric-roughness-data_Jakarta.pdf">Application of Data Mining Technique to Complement Photogrammetric Roughness Data</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/C_2019_10_Application-of-image-quality-assessment-for-rockfall-investigation_Taipei.pdf">Application of Image Quality Assessment for Rockfall Investigation</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2013_03_GEOMATE_Rock-slope-stability-problems-in-Gold-Coast-area-Australia.pdf">Rock Slope Stability Problems in Gold Coast Area, Australia</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2013_05_Landslide-journal_Determination-of-joint-roughness-coefficient-JRC-for-slope-stability-analysis_a-case-study-from-the-Gold-Coast-area-Australia.pdf">Determination of Joint Roughness Coefficient (JRC) for Slope Stability Analysis: a Case Study from the Gold Coast Area, Australia</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2014_10_Landslides-journal_Back-analysis-of-a-natural-jointed-rock-slope-based-on-the-photogrammetry-method_2015-02-12_Published.pdf">Back Analysis of a Natural Jointed Rock Slope Based on the Photogrammetry Method</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2015_05_GEGE-journal_A-photogrammetric-approach-for-stability-analysis-of-weathered-rock-slopes_authors-personal-copy.pdf">A Photogrammetric Approach for Stability Analysis of Weathered Rock Slopes</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2015_08_Natural-Hazards_Calibration-of-restitution-coefficients-using-rockfall-simulations-based-on-3D-photogrammetry-model-a-case-study.pdf">Calibration of restitution coefficients using rockfall simulations based on 3D photogrammetry model: a case study</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2015_09_IJRMM_Improvement-of-photogrammetric-JRC-data-distributions-based-on-parabolic-error-models.pdf">International Journal of Rock Mechanics &amp; Mining Sciences</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2015_10_EG_Study-of-the-interface-friction-between-mesh-and-rock-surface-in-drapery-systems-for-rock-fall-hazard-control.pdf">Study of the interface friction between mesh and rock surface in drapery systems for rock fall hazard control</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2015_12_EG_On-the-reliability-of-the-strength-retention-ratio-for-estimating-the-strength-of-weathering-rocks.pdf">On the Reliability of the Strength Retention Ratio for Estimating the Strength of Weathered Rocks</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2016_04_RMRE_The-application-of-normal-stress-reduction-function-in-tilt-tests-for-different-block-shapes.pdf">The Application of Normal Stress Reduction Function in Tilt Tests for Different Block Shapes</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2016_05_RMRE_Strength-of-rocklike-specimens-with-preexisting-cracks-of-different-length-and-width.pdf">Strength of Rock-Like Specimens with Pre-existing Cracks of Different Length and Width</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2016_11_RMRE_Assessment-of-the-accuracy-of-close-distance-photogrammetric-JRC-data.pdf">Assessment of the Accuracy of Close Distance Photogrammetric JRC Data</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2017_GEOMATE_Effect-of-heating-wetting-cycles-on-rock-permeability.pdf">Effect of Heating-Wetting Cycles on Rock Permeability</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/J_2019_12-Instrumented-piles-tested-in-1969-in-fine-loose-sand-at-holmen-drammen.pdf">Instrumented Piles Tested in 1969 in Fine Loose Sand at Holmen, Drammen: Revisited 2019</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1-Improvement-of-photogrammetric-JRC-data-distributions-based-on-parabolic-error-models.pdf">Improvement of photogrammetric JRC data distributions based on parabolic error models</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/2016_09_Evaluation-of-the-vulnerability-of-rock-weathering-based-on-monitoring-using-photogrammetry.pdf">Evaluation of the Vulnerability of Rock Weathering based on Monitoring using Photogrammetry</a></h3>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>From Prof. Bala Archive</title>
		<link>https://seags.ait.ac.th/prof-bala-achive/from-prof-bala-archive/</link>
		
		<dc:creator><![CDATA[SEAGS Secretary]]></dc:creator>
		<pubDate>Thu, 05 Mar 2020 10:33:21 +0000</pubDate>
				<category><![CDATA[Prof. Bala Achive]]></category>
		<guid isPermaLink="false">http://seags.ait.asia/?p=34089</guid>

					<description><![CDATA[A Comprehensive Experimental Study of theStrength Characteristics of Remoulded Specimens of Kaolin A Critical Study of the Uniqueness of State Boundary Surface for Saturated Specimens of Kaolin Local Strains in [&#8230;]]]></description>
										<content:encoded><![CDATA[<ul>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/ACOMPR1.pdf">A Comprehensive Experimental Study of theStrength Characteristics of Remoulded Specimens of Kaolin</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/ACRITI1.pdf">A Critical Study of the Uniqueness of State Boundary Surface for Saturated Specimens of Kaolin</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/LOCALS1.pdf">Local Strains in Cylindrical Specimens of Kaolin During Consolidation</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/PAPER11.pdf">Stress History Effects on Stress-Strain Behaviour of a Saturated Clay</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/PAPER11_1.pdf">A Critical Study of the Uniqueness of State Boundary Surface for saturated Specimens of Kaolin (1974)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/PAPER12.pdf">Local Strains in Cylindrical Specimens of Kaolin during Consolidation</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Application-of-critical-state-theories-to-the-prediction-of-strains-in-triaxial-specimens-of-softe-Bangkok-clay.pdf" target="_blank" rel="noopener">Application of critical state theories to the prediction of Strains in Triaxial Specimens of Soft Bangkok Clay </a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Critical-state-parameters-and-peak-stress-envelopes-for-Bankok-Clays-1978.pdf" target="_blank" rel="noopener"> Critical state parameters and peak stress envelopes of Bangkok Clays (1978)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Deformation-and-strength-characteristics-of-soft-Bangkok-clay-1978.pdf"> Deformation and strength characteristics of soft Bangkok clay (1978)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Deformation-characteristics-of-weathered-Bangkok-clay-in-triaxial-extension-1977.pdf" target="_blank" rel="noopener">Deformation characteristics of weathered Bangkok clay in Triaxial Extension (1977)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/paper-1974-pp.89-107-Local-strains-in-cylindrical-specimens-of-Kaolin-during-consolidation.pdf" target="_blank" rel="noopener">paper 1974-pp.89-107 Local strains in cylindrical specimens of Kaolin during consolidation</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/paper-1975-pp.15-32-A-critical-re-appraisal-of-the-incremental-stress-strain-theory-for-normally-consolidated-clay.doc">paper 1975-pp.15-32 A Critical Re-appraisal of  the Incremental Stress  Stress-Strain Theory for Normally Consolidated Clays Consolidation Clays</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/State-boundary-surface-for-weathered-and-soft-Bangkok-clay-1976.pdf"> State Boundary Surface for Weathered and so.. Bangkok Clay (1976)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Stress-strain-theories-for-normally-consolidated-clays-1976.pdf">Stress Strain Theories of Normally Consolidated Clays (1976)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Stress-strain-behaviour-of-a-saturated-clay-for-states-below-the-state-boundary-surface-1975.pdf" target="_blank" rel="noopener">Stress Strain Behaviour of a Saturated clay for States below the State Boundary Surface (1975) </a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1990_Settlements-of-Bangna-Bangpakong-highway-on-soft-Bangkok-clay.pdf">1990 Settlements of Bangna Bangpakong Highway on soft Bangkok clay</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1992_Performance-of-test-embankment-constructed-to-failure-on-soft-marine-clay.pdf">1992 Performance of test embankment constructed to failure on soft marine clay</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1992_Pullout-resistance-of-steel-geogrids-with-weathered-clay-as-backfill-material.pdf">1992 Pullout Resistance of Steel Geogrids with Weathered Clay as Backfill Material</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1993_Interaction-behaviour-of-steel-grid-reinforcements-in-a-clayey-sand.pdf">1993 Interaction Behaviour of Steel Grid Reinforcements in a Clayey Sand</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/1993_Interaction-between-cohesive-frictional-soil-and-various-grid-reinforcements.pdf">1993 Interaction between Cohesive Frictional Soil and Various Grid Reinforcements</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Critical-state-models-and-their-comparison-with-triaxial-behavior-of-soft-Bangkok-clay.pdf">Critical State Models and Their Comparison with Triaxial Behavior of Soft Bangkok Clay</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Large-scale-triaxial-testing-of-greywacke-rockfill-1993.pdf">Large Scale Triaxial Testing of Greywacke Rockfill (1993)</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/paper-1989-pp.-49-65-Strength-and-deformation-characteristics-of-lime-treated-soft-clays.pdf">Paper 1989-pp. 49-65 Strength and Deformation Characteristics of Lime Treated Soft Clays</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Soft-ground-improvement-via-vertical-drains-and-vacuum-assisted-preloading.pdf">Soft Ground Improvement via Vertical Drains and Vacuum </a><a href="http://seags.ait.asia/wp-content/uploads/Soft-ground-improvement-via-vertical-drains-and-vacuum-assisted-preloading.pdf">Assisted Preloading</a></h3>
</li>
<li>
<h3><a href="http://seags.ait.asia/wp-content/uploads/Yielding-of-weathered-Bangkok-clay-1980.pdf">Yielding of weathered Bangkok clay (1980)</a></h3>
</li>
</ul>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<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>
	</channel>
</rss>
