Výpočet konsolidace podloží násypu z vedlejších energetických produktů.
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Vysoká škola báňská - Technická univerzita Ostrava
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Abstract
In my diploma dissertation, I deal with the calculation of the consolidation of the embankment subsoil made of subsidiary energetic products. Subsequently, the results are compared with the classic heavy embankment made of stony loose material.
In the first part of diploma dissertation there are described individual subsidiary energetic products and the geology of Moravian Carpathian Mountains (areas of interest – Lhotsko and Vizovice). Furthermore, there is described the theory of creating the embankments made of the secondary energetic materials and stony loose materials.
In the following part of diploma thesis there are described individual theories suitable for calculation of the embankment subsoil settlements. There follow the individual calculations and evaluations of the subsoil settlements.
At the conclusion of the diploma dissertation, I conclude the advantages and disadvantages of the individual calculation methods, which are used for the calculation of the consolidation of the embankment subsoil.
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embankment, subsoil consolidation, Mohr-Coulomb, Hardening, Terzaghi, hypo-plasticity