Long-term consolidation behavior interpreted with isotache concept for worldwide clays

The constitutive equations for rate sensitive plastic materials

P. Perzyna · Quarterly of Applied Mathematics · 1963 · 852 citations · Full text

Materials Science, Rate-sensitive Plastic Materials, Engineering +14

Cα/Cc Concept and K0 During Secondary Compression

G. Mesri, A. Castro · Journal of Geotechnical Engineering · 1987 · 263 citations

Engineering, Earth Science, Soil Mechanic +17

Modeling the viscoplastic behaviour of clays during consolidation: application to Berthierville clay in both laboratory and field conditions

Yun Tae Kim, Serge Leroueil · Canadian Geotechnical Journal · 2001 · 111 citations

Engineering, Mechanical Engineering, Viscoplastic Behaviour +24

The uniqueness of the end-of-primary ( EOP): void ratio- effective stress relationship.

G. Mesri, Ying‐Kit Choi · 1985 · 86 citations

Stress, Physiology, Residual Stress +1

The significance of rate effects in modelling the Sackville test embankment

R. Kerry Rowe, Sean D. Hinchberger · Canadian Geotechnical Journal · 1998 · 84 citations

Sackville Test Embankment, Engineering, Mechanical Engineering +16