conference paper

Dynamic Shear Modulus and Damping Ratio Predicted by Unified 3-D Critical State Bounding-Surface Plasticity Model

Wolf, J.P.  
•
Crouch, R.
1995
Proceedings 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Type
conference paper
Author(s)
Wolf, J.P.  
Crouch, R.
Date Issued

1995

Published in
Proceedings 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Start page

5

End page

8

Note

[193]

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
PL-LCH  
Available on Infoscience
April 24, 2007
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/5703