The thesis focuses on the time analysis of the subsoil which is reinforced with stone columns and without them. The subsoil is made of saturated clays. Main purpose is to introduce the improvement into the numerical models. For the purpose of the diploma thesis the software Plaxis has been chosen, which is normally used for geotechnical tasks. The influence of the stone columns have been introduce to the model using the drain elemnets, spare charakteristics and local elements
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