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A platform for research: civil engineering, architecture and urbanism
Modelling of Bentonite for Nuclear Waste Disposal Facilities with Hypoplasticity
Abstract Summary of a coupled thermo-hydro-mechanical model based on hypoplasticity principles combined with the concept of double structure, aimed to predict bentonite behaviour in the simulations of planned nuclear waste repositories, is presented in this paper. The model has been developed by Mašín [11] by a hierarchical enhancement of the earlier model from [9], which did not consider the effects of temperature. That model, in turn, was a double structure enhancement of earlier models for unsaturated and saturated soils. Predictive performance of the model is presented by comparing model predictions with experiments.
Modelling of Bentonite for Nuclear Waste Disposal Facilities with Hypoplasticity
Abstract Summary of a coupled thermo-hydro-mechanical model based on hypoplasticity principles combined with the concept of double structure, aimed to predict bentonite behaviour in the simulations of planned nuclear waste repositories, is presented in this paper. The model has been developed by Mašín [11] by a hierarchical enhancement of the earlier model from [9], which did not consider the effects of temperature. That model, in turn, was a double structure enhancement of earlier models for unsaturated and saturated soils. Predictive performance of the model is presented by comparing model predictions with experiments.
Modelling of Bentonite for Nuclear Waste Disposal Facilities with Hypoplasticity
Mašín, David (author)
2019-01-01
6 pages
Article/Chapter (Book)
Electronic Resource
English
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