A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A shear strength model for idealised infilled joints under constant normal stiffness
A shear strength model for idealised infilled joints under constant normal stiffness
A shear strength model for idealised infilled joints under constant normal stiffness
Indraratna, B. (author) / Welideniya, H. S. (author) / Brown, E. T. (author)
GEOTECHNIQUE -LONDON- ; 55 ; 215-226
2005-01-01
12 pages
Article (Journal)
English
DDC:
551
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
A shear strength model for idealised infilled joints under constant normal stiffness
| Online Contents | 2005
Shear strength model for overconsolidated clay-infilled idealised rock joints
| Online Contents | 2008
Shear strength model for overconsolidated clay-infilled idealised rock joints
| British Library Online Contents | 2008
Shear behaviour of idealized infilled joints under constant normal stiffness
| Online Contents | 1999
Shear behaviour of idealized infilled joints under constant normal stiffness
| British Library Online Contents | 1999