Influence of particle size distribution on critical state line and undrained shear strength of coarse sand tailings
Longyang Shi, Yadong Zhang, Tiequn Feng, Ron Wong
Dans les comptes rendus d’articles de la conférence: GeoManitoba 2025: 78th Canadian Geotechnical Conference & 9th Canadian Permafrost ConferenceSession: Soil Mechanics Tailings
Please include this code when submitting a data update: GEO2025_9
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:
Shi, Longyang, Zhang, Yadong, Feng, Tiequn, Wong, Ron (2025) Influence of particle size distribution on critical state line and undrained shear strength of coarse sand tailings in GEO2025. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Shi_GEO2025_9,
author = {{Shi, Longyang}, {Zhang, Yadong}, {Feng, Tiequn}, {Wong, Ron}}
title = {Influence of particle size distribution on critical state line and undrained shear strength of coarse sand tailings }
booktitle = {Proceedings of the 78th Canadian Geotechnical Conference & 9th Canadian Permafrost Conference}
year = {2025}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {Influence of particle size distribution on critical state line and undrained shear strength of coarse sand tailings }
booktitle = {Proceedings of the 78th Canadian Geotechnical Conference & 9th Canadian Permafrost Conference}
year = {2025}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
