Comparing Slope Stability Analysis Based on Linear Elastic or Elasto Plastic Stresses Using Dynamic Programming Techniques.
JR Stianson, D Chan and D.G. Fredlund
Dans les comptes rendus d’articles de la conférence: GeoQuébec 2004: 57th Canadian Geotechnical ConferenceSession: Glissements de terrain 4 Modélisation numérique | Landslides 4: Numerical modelling
Submit a Data Update Form for this paper
Please include this code when submitting a data update via other methods: GEO2004_574
Retrouver cet article:
Les membres de la Société canadienne de géotechnique peuvent accéder à cet article, ainsi qu'à tous les autres articles de la Conférence Géotechnique Canadienne, dans le Espace membre. Les comptes rendus d'articles sont également disponibles dans de nombreuses bibliothèques.
Citer cet article:
Stianson, JR, and D.G. Fredlund, D Chan (2004) Comparing Slope Stability Analysis Based on Linear Elastic or Elasto Plastic Stresses Using Dynamic Programming Techniques. in GEO2004. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Stianson_GEO2004_574,
author = {{Stianson, JR}, {and D.G. Fredlund, D Chan}}
title = {Comparing Slope Stability Analysis Based on Linear Elastic or Elasto Plastic Stresses Using Dynamic Programming Techniques.}
booktitle = {Proceedings of the 57th Canadian Geotechnical Conference}
year = {2004}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {Comparing Slope Stability Analysis Based on Linear Elastic or Elasto Plastic Stresses Using Dynamic Programming Techniques.}
booktitle = {Proceedings of the 57th Canadian Geotechnical Conference}
year = {2004}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }