The subject of thesis is a static analysis of excavation support with steel sheet piling, alternatively with micro-piles, for the Science Center facility, which will be built in the Trnovo suburb in Ljubljana. Geostatic analyses were performed using the Plaxis 2D software, with impacts on adjacent structures determined based on the deformation analysis. Using BIM technology, comparative analysis of specification of works for both variants were performed using the existing tool for integrated parametric design in the AUTODESK Civil 3D software environment. The optimal solution for the construction pit protection in terms of environmental impact and construction cost were also identified.
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