Stavební jámy ve stísněných městských podmínkách

Abstract

The diploma thesis assesess degree of influence caused by construction and operation of a new object on its surrounding objects, utilities and roads on the basis of created graphs of deformation progress in time and axonometry of a foundation pit on the Štefániková street in Bratislava.Thesis also focuses on assessing the efficiency of its desing in terms of ensuring the protection of the foundation pit, financial and time demands Foundation pits on the Miczkiewiczova and Štefániková street are characterized in the theoretical part of the thesis in the terms of their location, measurements, engineering geology and technology used for sheeting walls. In the evaluation of the original project desing a new desing was created to make the project more economical efficient. Static assessment of both desings is based on creating and evaluating computional models in geotechnical software called GEO5.