Analýza poklesové kotliny nad podzemními díly v závislosti na vybraných determinujících faktorech

Abstract

This bachelor's thesis deals with the description of the subsidence above the underground work and its analysis. The analytical methods described in this work are used to determine the subsidence. The analysis of the subsidence is performed in the program GEO5 – the Settlement module of the Fine software company. Based on the observation of the descriptive characteristics of the subsidence and the soils in which the work is built, the achieved results of the maximum settlement and slopes in the inflection points, that occur in the monitored soils, considering various ratio of working depth and working dimension, are shown here. These results are then compared and evaluated.