A comprehensive description of the water retention behaviour of unsaturated soils requires accounting for the hysteresis caused by hydraulic and mechanical wetting-drying cycles. A hysteretic water retention model is proposed by introducing the liquid-solid contact angle to account for the dependency of the response on non-monotonic changes in suction and void ratio. The proposed model reproduces main drying and wetting surfaces and also nonlinear scanning curves during hydraulic or mechanical loading. Experimental tests and numerical simulations were carried out to study the water retention behaviour of a clayey silt. The model simulations captured the experimental results well
The paper presents an experimental study on water retention behaviour of two reconstituted soils, a ...
Both empirical and theoretical (thermodynamic) investigations indicate that the soil-water character...
A description of five mathematical models of the water-retention capacity of soil is given, taking i...
A comprehensive description of the water retention behaviour of unsaturated soils requires accountin...
Hysteresis is common in soil-water phenomena, and the soil-water retention relationship is not a one...
The paper presents a model that takes into account the influence of void ratio and hydraulic hystere...
The paper presents a water retention model capable of predicting the hysteretic response of soils du...
A quantitative description of soil hysteretic response during drying-wetting cycles is required to i...
International audienceThe paper presents a soil water retention model that takes into account the ef...
There are several constitutive models developed for understanding coupled hydromechanical behavior o...
Experimental findings on the hysteresis of the soil water retention curve, relating the degree of sa...
Hysteresis is a common feature in the hydraulic properties of unsaturated soils. At a given matric s...
This paper aims to study the effect of hydraulic hysteresis on seepage in unsaturated soils. A hyste...
The paper presents an experimental and modelling approach for the soil-water retention behaviour of ...
A new constitutive model for the soil-water retention behaviour of unsaturated soils is proposed, ab...
The paper presents an experimental study on water retention behaviour of two reconstituted soils, a ...
Both empirical and theoretical (thermodynamic) investigations indicate that the soil-water character...
A description of five mathematical models of the water-retention capacity of soil is given, taking i...
A comprehensive description of the water retention behaviour of unsaturated soils requires accountin...
Hysteresis is common in soil-water phenomena, and the soil-water retention relationship is not a one...
The paper presents a model that takes into account the influence of void ratio and hydraulic hystere...
The paper presents a water retention model capable of predicting the hysteretic response of soils du...
A quantitative description of soil hysteretic response during drying-wetting cycles is required to i...
International audienceThe paper presents a soil water retention model that takes into account the ef...
There are several constitutive models developed for understanding coupled hydromechanical behavior o...
Experimental findings on the hysteresis of the soil water retention curve, relating the degree of sa...
Hysteresis is a common feature in the hydraulic properties of unsaturated soils. At a given matric s...
This paper aims to study the effect of hydraulic hysteresis on seepage in unsaturated soils. A hyste...
The paper presents an experimental and modelling approach for the soil-water retention behaviour of ...
A new constitutive model for the soil-water retention behaviour of unsaturated soils is proposed, ab...
The paper presents an experimental study on water retention behaviour of two reconstituted soils, a ...
Both empirical and theoretical (thermodynamic) investigations indicate that the soil-water character...
A description of five mathematical models of the water-retention capacity of soil is given, taking i...