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 …

Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview

CWW Ng, C Zhou, CF Chiu - Acta Geotechnica, 2020 - Springer
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 …

Theoretical and numerical analyses on hydro–thermal–salt–mechanical interaction of unsaturated salinized soil subjected to typical unidirectional freezing process

X Zhang, E Zhai, Y Wu, D Sun, Y Lu - International Journal of …, 2021 - ascelibrary.org
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 …

A PINN-based modelling approach for hydromechanical behaviour of unsaturated expansive soils

KQ Li, ZY Yin, N Zhang, J Li - Computers and Geotechnics, 2024 - Elsevier
Hydromechanical behaviour of unsaturated expansive soils is complex, and current
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 …

Interpretation of unsaturated soil behaviour in the stress–saturation space, I: volume change and water retention behaviour

AN Zhou, D Sheng, SW Sloan, A Gens - Computers and Geotechnics, 2012 - Elsevier
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 …

Modelling the effect of initial density on soil-water characteristic curves

AN Zhou, D Sheng, JP Carter - Géotechnique, 2012 - icevirtuallibrary.com
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 …

Capillary water retention curve and shear strength of unsaturated soils

A Zhou, R Huang, D Sheng - Canadian Geotechnical Journal, 2016 - cdnsciencepub.com
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 …

A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution

R Hu, YF Chen, HH Liu, CB Zhou - Géotechnique, 2013 - icevirtuallibrary.com
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) …

An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities

A Zhou, D Sheng - Computers and Geotechnics, 2015 - Elsevier
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 …