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 …

Transient two-phase flow in porous media: a literature review and engineering application in geotechnics

G Yan, Z Li, SA Galindo Torres, A Scheuermann, L Li - Geotechnics, 2022 - mdpi.com
This work reviews the transient two-phase flow in porous media with engineering
applications in Geotechnics. It initially overviews constitutive relationships, conventional …

[HTML][HTML] Soil pore structure dynamics under steady-state wetting-drying cycle

DS Fomin, AV Yudina, KA Romanenko, KN Abrosimov… - Geoderma, 2023 - Elsevier
The soil pore space is an arena for processes responsible for numerous critical soil
functions. We sampled 15 soil samples from 3 horizons (A, E, Bt) and performed a detailed X …

Modelling of soil behaviour with hypoplasticity

D Mašín - Springer Series in Geomechanics and Geoengineering …, 2019 - Springer
Hypoplasticity has been around for some thirty years now. Starting from the crazy and yet
brilliant idea of Dimitrios Kolymbas in 1980s, it matured in the first half of 1990s into a …

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) …

Clay hypoplasticity with explicitly defined asymptotic states

D Mašín - Acta Geotechnica, 2013 - Springer
A new rate-independent hypoplastic model for clays is developed. The model is based on
the recently proposed approach enabling explicit incorporation of the predefined asymptotic …

Investigation into water retention behaviour of deformable soils

S Salager, M Nuth, A Ferrari… - Canadian Geotechnical …, 2013 - cdnsciencepub.com
The paper presents an experimental and modelling approach for the soil-water retention
behaviour of two deformable soils. The objective is to investigate the physical mechanisms …

State of the Art Report. Advances in Unsaturated Soil Mechanics: Constitutive modelling, experimental investigation, and field instrumentation

N Khalili, EE Romero Morales… - … Conference on Soil …, 2022 - upcommons.upc.edu
This state-of-the-art covers advances in the constitutive modelling, experimental
investigation and field measurement of suction for unsaturated soils. It consists of three …

A fully coupled elastic–plastic hydromechanical model for compacted soils accounting for clay activity

GD Vecchia, E Romero - International Journal for Numerical …, 2013 - Wiley Online Library
SUMMARY A constitutive model, accounting for multiphase and multiscale coupling, is
proposed for the water retention domain and the stress–strain response of compacted …

Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays

D Mašín - Engineering Geology, 2013 - Elsevier
A formalism for double structure hydromechanical coupled modelling of aggregated
unsaturated soils has been developed. Independent coupled hydromechanical models are …