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conference paper
Dynamic Shear Modulus and Damping Ratio Predicted by Unified 3-D Critical State Bounding-Surface Plasticity Model
1995
Proceedings 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Type
conference paper
Authors
Publication date
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]
Peer reviewed
REVIEWED
Available on Infoscience
April 24, 2007
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