The Parameter Evaluation Method (PEM) of Elastic-Plastic Model Properties for Unsaturated High-Plastic Clay.
DG Priyanto, GA Siemens, JA Blatz, J Graham
Dans les comptes rendus d’articles de la conférence: GeoQuébec 2004: 57th Canadian Geotechnical ConferenceSession: Mécanique des sols 6: Sols non saturés | Soil Mechanic 6: Unsaturated soils
Submit a Data Update Form for this paper
Please include this code when submitting a data update via other methods: GEO2004_401
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:
Priyanto, DG, Siemens, GA, Blatz, JA, Graham, J (2004) The Parameter Evaluation Method (PEM) of Elastic-Plastic Model Properties for Unsaturated High-Plastic Clay. in GEO2004. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Priyanto_GEO2004_401,
author = {{Priyanto, DG}, {Siemens, GA}, {Blatz, JA}, {Graham, J}}
title = {The Parameter Evaluation Method (PEM) of Elastic-Plastic Model Properties for Unsaturated High-Plastic Clay.}
booktitle = {Proceedings of the 57th Canadian Geotechnical Conference}
year = {2004}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {The Parameter Evaluation Method (PEM) of Elastic-Plastic Model Properties for Unsaturated High-Plastic Clay.}
booktitle = {Proceedings of the 57th Canadian Geotechnical Conference}
year = {2004}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }