The wetting suction-water content soil-water characteristic curves of two bentonites (MX80 and Yellow) were experimentally established using vapour equilibrium technique for a suction range of 3.0 to 300.0 MPa. Compacted bentonites specimens were prepared by statically compacting bentonite powder at targeted densities of 1.2, 1.3, and 1.4 Mg/m3. The bentonite specimens still within the specimen rings were equilibrated at several relative humidities in test desiccators at zero applied stress. The test results clearly showed that the influence of compaction dry density on the wetting characteristics of the bentonites was insignificant for the entire range of suction considered. On the other hand, the chemical properties of the bentonites infl...
This paper presents the results of laboratory testing on a heavily compacted sand-bentonite mixture....
Densely compacted bentonite or bentonite-sand mixture has been identified as suitable buffer in deep...
International audienceThe water retention, compressibility and swelling properties of a pellet/powde...
AbstractSoil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287MPa) are m...
Soil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287 MPa) are measured...
Determination of soil water characteristic curve (SWCC) of compacted bentonites in the isochoric con...
This paper presents results of an experimental work to determine a relationship between swelling pre...
Gaomiaozi (GMZ) Ca-bentonite has distinct swelling and shrinkage behaviour. The soil-water retention...
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...
This work presents the water retention curves obtained for two natural bentonites compacted at diffe...
International audienceDue to its low hydraulic conductivity, high swelling capacity good adsorption ...
Highly compacted bentonite has been proposed as the buffer material in the Swedish concept for the d...
The paper reports the results of an experimental study carried out on a bentonite compacted to a dry...
This paper presents the results of laboratory testing on a heavily compacted sand-bentonite mixture....
Densely compacted bentonite or bentonite-sand mixture has been identified as suitable buffer in deep...
International audienceThe water retention, compressibility and swelling properties of a pellet/powde...
AbstractSoil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287MPa) are m...
Soil-water characteristics of Gaomiaozi (GMZ) Ca-bentonite at high suctions (3–287 MPa) are measured...
Determination of soil water characteristic curve (SWCC) of compacted bentonites in the isochoric con...
This paper presents results of an experimental work to determine a relationship between swelling pre...
Gaomiaozi (GMZ) Ca-bentonite has distinct swelling and shrinkage behaviour. The soil-water retention...
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...
This work presents the water retention curves obtained for two natural bentonites compacted at diffe...
International audienceDue to its low hydraulic conductivity, high swelling capacity good adsorption ...
Highly compacted bentonite has been proposed as the buffer material in the Swedish concept for the d...
The paper reports the results of an experimental study carried out on a bentonite compacted to a dry...
This paper presents the results of laboratory testing on a heavily compacted sand-bentonite mixture....
Densely compacted bentonite or bentonite-sand mixture has been identified as suitable buffer in deep...
International audienceThe water retention, compressibility and swelling properties of a pellet/powde...