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 …
Extensive overview of soil constitutive relations and applications for geotechnical engineering problems
A state-of-the-art review has been conducted in this work on soil constitutive modeling,
which has emphasized on: soil type, ground-water conditions, loading conditions, structural …
which has emphasized on: soil type, ground-water conditions, loading conditions, structural …
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 …
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 …
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 …
Including degree of capillary saturation into constitutive modelling of unsaturated soils
The degree of saturation (S) of soil can be separated into two components: the degree of
capillary saturation (S′) that is based on the capillary water and the degree of adsorptive …
capillary saturation (S′) that is based on the capillary water and the degree of adsorptive …
[PDF][PDF] State of the Art Report. Advances in Unsaturated Soil Mechanics: Constitutive modelling, experimental investigation, and field instrumentation
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 …
investigation and field measurement of suction for unsaturated soils. It consists of three …
Numerical study on the bearing capacity of strip footing resting on partially saturated soil subjected to combined vertical-horizontal-moment loading
H Fathipour, M Payan… - European Journal of …, 2023 - Taylor & Francis
This study investigates the bearing capacity of strip footings resting on unsaturated soils
subjected to combined loading using the lower-bound limit analysis coupled with the finite …
subjected to combined loading using the lower-bound limit analysis coupled with the finite …
Fully coupled elastoplastic hydro‐mechanical analysis of unsaturated porous media using a meshfree method
O Ghaffaripour, GA Esgandani… - … for Numerical and …, 2019 - Wiley Online Library
This paper presents the first application of an advanced meshfree method, ie, the edge‐
based smoothed point interpolation method (ESPIM), in simulation of the coupled hydro …
based smoothed point interpolation method (ESPIM), in simulation of the coupled hydro …
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes
G Pedone, A Tsiampousi, F Cotecchia… - Canadian …, 2022 - cdnsciencepub.com
Soil–vegetation–atmosphere interaction has long been known to induce significant pore
pressure variations at shallow depths and associated superficial slope movements. Recent …
pressure variations at shallow depths and associated superficial slope movements. Recent …