Silo pro skladování hliníkového granulátu - optimalizace dimenzace a způsobu založení

Abstract

The goal of the thesis is design method foundation silos for storage aluminium granulate. For the actual dimensioning and optimalization is the main criterion for the maximum allowable value of the uniform subsidence of the foundation structure silos to 40mm. For these purpouses are created numerical models with regard to the interaction works in the subsoil. These models will include the loading and determine the load acording to the relevan regulations. Based on specific results will propose fondation stucture, perhaps using some of the methods of improving soil properties or foundation on large piles.