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The correlation of the normalized water volume by bentonite volume (Vw/Vm) to vertical overburden pressure (p) is obtained as Vw/Vm=KpDs−3, which presents a method to determine the surface fractal dimension of bentonite using the swelling tests.
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In all the tests the bentonite used was the Spanish FEBEX bentonite, the maximum temperature in the system was 100 °C and the water used was of the granitic type, with low salinity.
The aim of the study was to determine the highest bleaching capacity and derive a model for acid activation of a Turkish bentonite using a full factorial design.
Diffusion and permeation experiments performed on FEBEX compacted bentonite using tritium, cesium, selenium, and strontium have been effectively interpreted by inverse modeling.
This paper presents some laboratory tests performed on the bentonite used as buffer material in the engineered barrier experiment in Kamaishi mine in Japan and a collective effort of four research groups to characterise the coupled thermo-hydro-mechanical behaviour of the bentonite by comparing numerical calculations with the laboratory test results.
The bentonite used in this study was a natural sodium based non-treated bentonite possessing a high swelling potential and containing at least 90% montmorillonite.
The paper presents the results of an experimental study on the effects of temperature on the volumetric behaviour of a compacted bentonite used in FEBEX, which is a project for the study of the near field for a HLW repository according to the Spanish concept.
The concentration effect on the swelling behavior of GMZ01 bentonite was explained using the concept of osmotic suction for specimens initially infiltrated with NaCl solutions.
Present paper investigates the possibility of use of rheology testing to describe the swelling properties of bentonite used for geotechnical engineering issues.
The potential improvement in the sorption of volatile organic compounds (VOCs) to bentonite used in Geosynthetic Clay Liners (GCLs) is examined for mixtures of bentonite and several organoclays or activated carbon.
Clay rock formations, and compacted clay (e.g., bentonite) used as backfill within disposal drifts, have been considered as natural and engineered barriers, respectively, for isolating high-level nuclear wastes in mined geologic repositories.
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