Dynamic Shear Modulus and Damping Ratio Predicted by Unified 3-D Critical State Bounding-Surface Plasticity Model
1995
Details
Title
Dynamic Shear Modulus and Damping Ratio Predicted by Unified 3-D Critical State Bounding-Surface Plasticity Model
Author(s)
Wolf, J.P. ; Crouch, R.
Published in
Proceedings 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Pages
5-8
Date
1995
Note
[193]
Record Appears in
Scientific production and competences > ENAC - School of Architecture, Civil and Environmental Engineering > IIC - Civil Engineering Institute > PL-LCH - Hydraulic Constructions Platform
Scientific production and competences > ENAC - School of Architecture, Civil and Environmental Engineering > IIC - Civil Engineering Institute > LCH - Hydraulic Constructions Laboratory
Peer-reviewed publications
Conference Papers
Work produced at EPFL
Published
Scientific production and competences > ENAC - School of Architecture, Civil and Environmental Engineering > IIC - Civil Engineering Institute > LCH - Hydraulic Constructions Laboratory
Peer-reviewed publications
Conference Papers
Work produced at EPFL
Published
Record creation date
2007-04-24