Review of fundamental principles in modelling unsaturated soil behaviour
D Sheng - Computers and Geotechnics, 2011 - Elsevier
An unsaturated soil is a state of the soil. All soils can be partially saturated with water.
Therefore, constitutive models for soils should ideally represent the soil behaviour over …
Therefore, constitutive models for soils should ideally represent the soil behaviour over …
Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview
An unsaturated soil is a three-phase material that is ubiquitous on the earth's surface. The
fully saturated and completely dry states are just two limiting conditions of an unsaturated …
fully saturated and completely dry states are just two limiting conditions of an unsaturated …
Theoretical and numerical analyses on hydro–thermal–salt–mechanical interaction of unsaturated salinized soil subjected to typical unidirectional freezing process
The freezing process of salinized soil is a complex, dynamic, and interactive hydro–thermal–
salt–mechanical (HTSM) coupled physical phenomenon. In many recent studies, soil was …
salt–mechanical (HTSM) coupled physical phenomenon. In many recent studies, soil was …
A PINN-based modelling approach for hydromechanical behaviour of unsaturated expansive soils
Hydromechanical behaviour of unsaturated expansive soils is complex, and current
constitutive models failed to accurately reproduce it. Different from conventional modelling …
constitutive models failed to accurately reproduce it. Different from conventional modelling …
Calculation of head difference at two sides of a cut-off barrier during excavation dewatering
SL Shen, YX Wu, A Misra - Computers and Geotechnics, 2017 - Elsevier
This paper proposed a series of simple equations to calculate the head difference at the two
sides of waterproof curtain. The barrier effect of waterproof curtain is considered from two …
sides of waterproof curtain. The barrier effect of waterproof curtain is considered from two …
Interpretation of unsaturated soil behaviour in the stress–saturation space, I: volume change and water retention behaviour
Unsaturated soil behaviour, such as volume change, shear strength and yield stress, is
usually interpreted and modelled in terms of stress and suction. This approach is consistent …
usually interpreted and modelled in terms of stress and suction. This approach is consistent …
Modelling the effect of initial density on soil-water characteristic curves
This paper presents a simple approach to quantify the effect of initial soil density on the soil-
water characteristic curve (SWCC) of unsaturated soils. This approach is based on an …
water characteristic curve (SWCC) of unsaturated soils. This approach is based on an …
Capillary water retention curve and shear strength of unsaturated soils
This paper proposes a new water retention model for unsaturated soils, which takes into
account capillary condensation of adsorbed water. In this model, the degree of saturation of …
account capillary condensation of adsorbed water. In this model, the degree of saturation of …
A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution
This paper presents a hysteretic water retention curve (WRC) and unsaturated hydraulic
conductivity model for deformable soils based on the change in pore-size distribution (PSD) …
conductivity model for deformable soils based on the change in pore-size distribution (PSD) …
An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities
This paper presents an advanced constitutive model for unsaturated soils, using Bishop's
effective stress (σ′) and the effective degree of saturation (S e) as two fundamental …
effective stress (σ′) and the effective degree of saturation (S e) as two fundamental …