Discussion: Stress—strain—strain rate relation for the compressibility of sensitive natural clays

Géotechnique ◽  
1986 ◽  
Vol 36 (2) ◽  
pp. 283-290 ◽  
Author(s):  
S. Leroueil ◽  
M. Kabbaj ◽  
F. Tavenas ◽  
R. Bouchard
Géotechnique ◽  
1985 ◽  
Vol 35 (2) ◽  
pp. 159-180 ◽  
Author(s):  
S. Leroueil ◽  
M. Kabbaj ◽  
F. Tavenas ◽  
R. Bouchard

1983 ◽  
Vol 4 ◽  
pp. 10-13
Author(s):  
Walter Ambach ◽  
Heinrich Eisner

Strain-rate measurements were carried out over eleven years on a firn pit 20 m deep in a temperate glacier. The stress strain-rate relation was applied in terms of invariants, because of the multiaxial state of stresses. The shear viscosity and the bulk viscosity were calculated as a function of depth and density. The result must be understood in terms of effective viscosities as the dependence of the viscosity from the state of stresses is unknown in this analysis.


1947 ◽  
Vol 14 (3) ◽  
pp. A229-A230
Author(s):  
J. D. Lubahn

Abstract This paper carries out the derivation and correction of an equation previously presented by J. H. Hollomon and the author, relating to stress for plastic flow (σ), plastic strain (ϵ), strain rate (ϵ.), and temperature (T).


1983 ◽  
Vol 4 ◽  
pp. 10-13
Author(s):  
Walter Ambach ◽  
Heinrich Eisner

Strain-rate measurements were carried out over eleven years on a firn pit 20 m deep in a temperate glacier. The stress strain-rate relation was applied in terms of invariants, because of the multiaxial state of stresses. The shear viscosity and the bulk viscosity were calculated as a function of depth and density. The result must be understood in terms of effective viscosities as the dependence of the viscosity from the state of stresses is unknown in this analysis.


Sign in / Sign up

Export Citation Format

Share Document