Partner Sites
AGSSEA
SEAGS-AGSSEA Journals
2024
September
June
March2023
December
September
June
March2022
December
September
June
March2021
December
September
June
March2020
December
September
June
March2019
December
September
June
March2018
December
September
June
March2017
December
September
June
March
6_Lecture Notes in pdf. form: Archive
-
![Three-Dimensional Modelling of an Excavation Adjacent to a Major Structure Undermining of an Unlined Tunnel in Rock – FLAC 3D Modelling Slope Stability at Ok Tedi Mine Modelling of Stability […]](http://seags.ait.asia/wordpress/wp-content/themes/arras2/images/thumbnail.png "6.9.1 Three-Dimensional Modelling of an Excavation Adjacent to a Major Structure, Undermining of an Unlined Tunnel in Rock, etc.: Mike Coulthard")
6.9.1 Three-Dimensional Modelling of an Excavation Adjacent to a Major Structure, Undermining of an Unlined Tunnel in Rock, etc.: Mike Coulthard
Posted on November 9, 2016 | No CommentsThree-Dimensional Modelling of an Excavation Adjacent to a Major Structure Undermining of an Unlined Tunnel in Rock – FLAC 3D Modelling Slope Stability at Ok Tedi Mine Modelling of Stability […] -
6.10.2 Pavement Rehabiliation, Insitut Stabilisation, Typically, the residual black soil subgrade exhibits the following material characteristics, etc.: Rama QDMR
Posted on November 9, 2016 | No CommentsPavement Rehabilitation Insitu Stabilisation Typically, the residual black soil subgrade exhibits the following material characteristics Pavement Rehabilitation – Defects and Causes Presentation Overlay -
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
Posted on November 9, 2016 | No CommentsAASHTO and AUSTROADS Pavement Design – 1 AASHTO and AUSTROADS Pavement Design – 2 Airport Pavement Design I Airport Pavement Design II Airport Pavement Design III Designs Factors for Flexible […] -
6.10.4 Pavement Engineering and Maintenance Management, Pavement Condition Surveys, Pavement Maintenance Planningม etc.: T.F. Fwa
Posted on November 9, 2016 | No CommentsPavement 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 […] -
6.12 Introduction and BMS, Inspection, Evaluation and Maintenance, Bridge Management System and Maintenance of Bridges, Stress Measurement, etc.: Kentaro Yamada
Posted on November 8, 2016 | No CommentsIntroduction 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 -
6.2 (c.2) Process design & Geotechnical design of deep mixing, Historical Evolution of Deep Mixing Method, New Kitakyushu Airport: Masaaki Terashi
Posted on November 8, 2016 | No CommentsProcess design & Geotechnical design of deep mixing Historical Evolution of Deep Mixing Method New Kitakyushu Airport -
6.5.4: Evaluation of Performance of Diaphragm Walls & Case Histories of Failures in Geotechnical Engineering Practice: Richard N. Hwang
Posted on November 8, 2016 | No CommentsEvaluation of Performance of Diaphragm Walls Case Histories of Failures in Geotechnical Engineering Practice -
6.5.3: Deep Excavations: Stephen Buttling
Posted on November 8, 2016 | No CommentsDeep excavations – 1 Deep excavations – 2 -
6.11.1 Probabilistic Methods in Geotechnical Engineering: Risk and Reliability, Quantitative Risk Assessment (QRA) – Theory and applications & Risk Assessment for Submarine Slides: Farrokh Nadim
Posted on November 8, 2016 | No CommentsNadim – presentations Probabilistic Methods in Geotechnical Engineering: Risk and Reliability Quantitative Risk Assessment (QRA) – Theory and applications Risk Assessment for Submarine Slides -
6.7.5 New Railway Track Nykirke, Use of CPT/CPTU for Sulution of Practical Problems, etc.: Tom Lunne
Posted on November 8, 2016 | No CommentsNew Railway Track Nykirke, Norway USE OF CPT/CPTU FOR SULUTION OF PRACTICAL PROBLEMS CPT /CPTU CPTU History and role CPTU Available Standard and Guidelines Interpretation in Sand – Drained Conditions