International audienceAlthough the shrink-swell phenomenon of clays has been thoroughly studied, the in situ relation of the shrinkage curve to the structure profile is rarely presented from the shrinkage limit to the liquid limit. We studied the consolidated structure of clay-dominated (<2 μm) soils formed on ‘pseudo-liquid’ marsh sediments in the ‘Marais de l’Ouest’ (France). The profiles were studied in a grassland field and in a sunflower field from unsaturated surface soils down to deeper, saturated, levels characterized by a very large water content (100% by weight). The consolidation states were quantified recording cone resistance (Qd) profiles using a dynamic penetrometer in successive seasons. These Qd profiles were compared with ...
An intensive experimental investigation by means of triaxial and oedometer tests was performed on a ...
The observed soil water properties such as Field Capacity, Permanent Wilting Point, Water Potential ...
The evolution of the hydraulic properties of London Clay when compacted at a range of initial condit...
International audienceModeling the shrinkage and subsidence of soils is generally based on the labor...
The evolution of clay soil porosity is currently demonstrated via the shrinkage curves in a large wa...
International audienceThe management of clay-rich soils in agriculture is mainly dependent on their ...
The definitive version is available at www.blackwell-synergy.comThe structural condition of swelling...
In clayey, swelling and more or less sodic soils, cultivation and seasonal climatic cycles induce va...
This paper deals with the structural factors affecting shrinkage phenomena. Seventy eight soil sampl...
This paper describes the characteristic shrinkage curve of a soil as it dries. It also introduces a ...
The dynamic process of swelling and shrinkage in clay soils has significant practical consequences, ...
The dynamic process of swelling and shrinkage in clay soils has significant practical consequences, ...
As a tendency in France, the well-known shrinkage-swelling phenomenon of clayey soils intensifies na...
This paper reviews and re-examines the place of expansive clay soils within the framework of unsatur...
Indicators used to estimate the soil structure stability facing erosion are the basis of major indic...
An intensive experimental investigation by means of triaxial and oedometer tests was performed on a ...
The observed soil water properties such as Field Capacity, Permanent Wilting Point, Water Potential ...
The evolution of the hydraulic properties of London Clay when compacted at a range of initial condit...
International audienceModeling the shrinkage and subsidence of soils is generally based on the labor...
The evolution of clay soil porosity is currently demonstrated via the shrinkage curves in a large wa...
International audienceThe management of clay-rich soils in agriculture is mainly dependent on their ...
The definitive version is available at www.blackwell-synergy.comThe structural condition of swelling...
In clayey, swelling and more or less sodic soils, cultivation and seasonal climatic cycles induce va...
This paper deals with the structural factors affecting shrinkage phenomena. Seventy eight soil sampl...
This paper describes the characteristic shrinkage curve of a soil as it dries. It also introduces a ...
The dynamic process of swelling and shrinkage in clay soils has significant practical consequences, ...
The dynamic process of swelling and shrinkage in clay soils has significant practical consequences, ...
As a tendency in France, the well-known shrinkage-swelling phenomenon of clayey soils intensifies na...
This paper reviews and re-examines the place of expansive clay soils within the framework of unsatur...
Indicators used to estimate the soil structure stability facing erosion are the basis of major indic...
An intensive experimental investigation by means of triaxial and oedometer tests was performed on a ...
The observed soil water properties such as Field Capacity, Permanent Wilting Point, Water Potential ...
The evolution of the hydraulic properties of London Clay when compacted at a range of initial condit...