Soil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287 MPa) are measured by vapour equilibrium technique. The soil-water retention curve (SWRC) of samples with the same initial compaction states is obtained in drying and wetting process. At high suctions, the hysteresis behaviour is not obvious in relationship between water content and suction, while the opposite holds between degree of saturation and suction. The suction variation can change its water retention behaviour and void ratio. Moreover, changes of void ratio can bring about changes in degree of saturation. Therefore, the total change in degree of saturation includes changes caused by suction and that by void ratio. In the space of degree of saturation ...
To investigate the soil–water retention curves of undisturbed and compacted lateritic clay specimens...
To investigate the soil-water retention curves of undisturbed and compacted lateritic clay specimens...
Porosity change is a common characteristic of natural soils in fluid-solid interaction problems, whi...
AbstractSoil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287MPa) are m...
Gaomiaozi (GMZ) Ca-bentonite has distinct swelling and shrinkage behaviour. The soil-water retention...
International audienceDue to its low hydraulic conductivity, high swelling capacity good adsorption ...
The drying suction – water content soil-water characteristic curves (SWCCs) of three clays (MX80 ben...
The drying suction – water content soil-water characteristic curves (SWCCs) of three clays (MX80 ben...
Clays are one of the alternatives used in the management of wastes disposal at landfills. Clays act ...
Due to its low hydraulic conductivity, high swelling capacity, and good adsorption properties, the G...
The wetting suction-water content soil-water characteristic curves of two bentonites (MX80 and Yello...
The soil-water characteristic curve(SWCC) is a widely used experimental means for assessing fundamen...
Determination of soil water characteristic curve (SWCC) of compacted bentonites in the isochoric con...
The aim of this study is to establish the soil-water characteristic curve during drying by osmotic a...
There are several situation where foundation soil undergoes unsaturated condition, i.e.; the soil is...
To investigate the soil–water retention curves of undisturbed and compacted lateritic clay specimens...
To investigate the soil-water retention curves of undisturbed and compacted lateritic clay specimens...
Porosity change is a common characteristic of natural soils in fluid-solid interaction problems, whi...
AbstractSoil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287MPa) are m...
Gaomiaozi (GMZ) Ca-bentonite has distinct swelling and shrinkage behaviour. The soil-water retention...
International audienceDue to its low hydraulic conductivity, high swelling capacity good adsorption ...
The drying suction – water content soil-water characteristic curves (SWCCs) of three clays (MX80 ben...
The drying suction – water content soil-water characteristic curves (SWCCs) of three clays (MX80 ben...
Clays are one of the alternatives used in the management of wastes disposal at landfills. Clays act ...
Due to its low hydraulic conductivity, high swelling capacity, and good adsorption properties, the G...
The wetting suction-water content soil-water characteristic curves of two bentonites (MX80 and Yello...
The soil-water characteristic curve(SWCC) is a widely used experimental means for assessing fundamen...
Determination of soil water characteristic curve (SWCC) of compacted bentonites in the isochoric con...
The aim of this study is to establish the soil-water characteristic curve during drying by osmotic a...
There are several situation where foundation soil undergoes unsaturated condition, i.e.; the soil is...
To investigate the soil–water retention curves of undisturbed and compacted lateritic clay specimens...
To investigate the soil-water retention curves of undisturbed and compacted lateritic clay specimens...
Porosity change is a common characteristic of natural soils in fluid-solid interaction problems, whi...