Preface | |
Organization | |
Technical program | |
Limit states foundation design code development in Canada | p. 1 |
Geotechnical acceptance of limit state design methods | p. 3 |
Reliability analysis of anchored and cantilevered flexible retaining structures | p. 5 |
Reliability-based design as a decision-making tool | p. 7 |
Comprehensive design codes development in Japan : Geo-Code 21 Ver. 3 and Code PLATFORM Ver. 1 | p. 9 |
Determination of partial factors for shallow foundations based on reliability analysis | p. 11 |
LSD in geotechnics : alternative approach no. 1 for slope design | p. 13 |
New directions in LRFD for soil nailing design and specifications | p. 15 |
Practical lessons learned from applying the reliability methods to LRFD for the analysis of deep foundations | p. 17 |
Why consider reliability analysis for geotechnical limit state design? | p. 19 |
Estimation of model uncertainties for reliability-based design of cantilever walls in sand | p. 21 |
Reliability-based design for rock footings | p. 23 |
Predictions for heterogeneous soil behavior : towards a probabilistic characterization of soil design parameters | p. 25 |
Japanese seismic design specifications for highway bridges | p. 27 |
Modification factor for pile resistance considering both number and variability | p. 29 |
Eurocode 7 | p. 31 |
Use of finite element methods in geotechnical limit state design | p. 33 |
Optimum design of geotechnical structures | p. 35 |
Implementation of the AASHTO LRFD bridge design specifications for substructure design | p. 37 |
The Chinese limit state design code for building pile foundations JGJ 94-94 : a comparative study | p. 39 |
List of authors | p. 41 |
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