International audienceThe paper presents a bounding surface model that describes the gradual yielding of unsaturated soils subjected to isotropic loads. The model originates from consideration of the capillary bonding between soil grains, which leads to the definition of a `unified normal compression line' that is valid in both saturated and unsaturated conditions. This line has the same slope and intercept of the saturated normal compression line but is formulated in terms of a `scaled stress' variable, which takes into account the mechanical effect of capillarity by factoring the average skeleton stress (also known as Bishop's stress) with a power function of degree of saturation. The normal compression behaviour of unsaturated soils is t...
The Paper presents a constitutive model for describing the stress-strain behaviour of partially satu...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
Several researchers have reported that Bishop’s mean effective stress decreases in unsaturated soils...
The paper presents a bounding surface model that describes the gradual yielding of unsaturated soils...
This paper presents a bounding surface model predicting the combined effects of cementation and part...
This paper presents a bounding surface model predicting the combined effects of cementation and part...
This paper presents a model that describes the gradual yielding of unsaturated cemented soils subjec...
In this paper, suction stress is introduced into the isotropic normal compression equation of unsatu...
This paper presents an alternative approach for interpreting unsaturated soil behaviour. In this app...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
The glasgow coupled model (GCM) predicts unique unsaturated normal compression planar surfaces for s...
This paper presents a model that describes the gradual yielding of unsaturated cemented soils subjec...
The degree of saturation (S) of soil can be separated into two components: the degree of capillary s...
The Paper presents a constitutive model for describing the stress-strain behaviour of partially satu...
The Paper presents a constitutive model for describing the stress-strain behaviour of partially satu...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
Several researchers have reported that Bishop’s mean effective stress decreases in unsaturated soils...
The paper presents a bounding surface model that describes the gradual yielding of unsaturated soils...
This paper presents a bounding surface model predicting the combined effects of cementation and part...
This paper presents a bounding surface model predicting the combined effects of cementation and part...
This paper presents a model that describes the gradual yielding of unsaturated cemented soils subjec...
In this paper, suction stress is introduced into the isotropic normal compression equation of unsatu...
This paper presents an alternative approach for interpreting unsaturated soil behaviour. In this app...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
The glasgow coupled model (GCM) predicts unique unsaturated normal compression planar surfaces for s...
This paper presents a model that describes the gradual yielding of unsaturated cemented soils subjec...
The degree of saturation (S) of soil can be separated into two components: the degree of capillary s...
The Paper presents a constitutive model for describing the stress-strain behaviour of partially satu...
The Paper presents a constitutive model for describing the stress-strain behaviour of partially satu...
R.M. Quigley Award 2009 (to authors of the best paper published in the Canadian Geotechnical Journal...
Several researchers have reported that Bishop’s mean effective stress decreases in unsaturated soils...