News and Announcements
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6.2 (b.3) Introduction to Lining Systems: Waste Containment, Geosynthetics, Designing by Function, Geomembranes, etc.: Prof. Malek Bouazza
Posted on November 4, 2016 | No CommentsIntroduction to Lining Systems in Waste Containment Facilities Geosynthetics in Waste Containments:overview Designing by Function Geomembranes Introduction to the use of GCLS Hydraulic/Gas Performance of GCLs Designing with GCLs -
6.6.2 Tunnels Underground Excavations Design Analyses Case Studies and Observed Performance, Analytical and Numerical Methods, etc.: Giovani Barla
Posted on November 4, 2016 | No CommentsTunnels Underground Excavations Design Analyses Case Studies and Observed Performance Analytical and Numerical Methods Developments and applications of discontinuum modelling to rock engineering CONTINUUM AND DISCONTINUUM MODELLING IN TUNNEL ENGINEERING […] -
On the occasion of 30 years of MAA: TWO MOHs
Posted on November 4, 2016 | No CommentsFourth Lecture Millau Bridge Opening Address Safeguarding Venice Lagoon Against High Tides Articulating Complexity – pp. 1-200 Articulating Complexity – pp. 201-327 -
6.6.1 Introduction to Some Topics in Rock Engineering, Q-tables and Logging Advice for Histogram LOGS, etc.: Nick Barton
Posted on November 4, 2016 | No CommentsINTRODUCTION TO SOME TOPICS IN ROCK ENGINEERING Q-tables AND LOGGING ADVICE for HISTOGRAM LOGS INTRODUCTION TO THE Q-SYSTEM OF ROCK MASS CLASSIFICATION LINKING Q TO USEFUL PARAMETERS FOR DESIGN LECTURE […] -
6.1.2 Introductions & Axial Load Capacity, Analysis & Design of Pile Foundations, Analysis of Settlement of Piles & Pile Groups, etc.: Prof. Harry Poulos
Posted on November 4, 2016 | No CommentsIntroduction & Axial Load Capacity Analysis and Design of pile Foundations Analysis of Settlement of Piles & Pile Groups Lateral Loading of Piles Analysis of Pile Groups & Piled Raft […] -
6.3.1 Saturated Soil Modelling: Prof. David Muirwood
Posted on November 4, 2016 | No CommentsSaturated soil modelling Introduction to modelling: soil behaviour Elastic modelling One-dimensional model The most widely used soil model: Mohr-Coulomb Cam Clay I Practical exercise: choice of soil parameters Brisbane06data Hardening […]





































