A platform for research: civil engineering, architecture and urbanism
Strain localization of rectangular clay specimen under undrained triaxial compression conditions
Strain localization of rectangular clay specimen under undrained triaxial compression conditions
Strain localization of rectangular clay specimen under undrained triaxial compression conditions
Oka, F. (author) / Kodaka, T. (author) / Kimoto, S. (author) / Ichinose, T. (author) / Higo, Y. (author)
INTERNATIONAL CONFERENCE; 16th, Soil mechanics and geotechnical engineering ; 2005 ; Osaka, Japan
2005-01-01
4 pages
Text in English with French and English summaries; CD-ROMs in pockets attached to inside back covers of volumes 1 and 5; HELD ON CD-ROM
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Unconsolidated‐Undrained Triaxial Compression
Wiley | 2009
|Undrained Behaviour of Clay-Silt Mixtures in Triaxial Compression
British Library Conference Proceedings | 1994
|Stress-strain modulus of clay from undrained triaxial tests
TIBKAT | 1964
|Elastic shear modulus of Bangkok clay during undrained triaxial compression
British Library Online Contents | 2002
|