Summary: This master's thesis focuses on the actualization and compiling of a detailed engineering geological map in scale 1 : 5 000. The thesis deals with the area defined by four points in the coordinate system JTSK - Křovák: : x1= -749 300, y1= -1 043 400; x2= -745 900, y2= -1 043 400; x3= -749 300, y3= -1 044 500; x4= -745 900, y4= -1 044 500. In the first background research part, the geomorphologic, climatic, geologic, hydrogeological and geodynamic conditions of the mapped area are presented. The second practical part of the thesis consists of four major parts: the engineering geological conditions map, the height of recent sediments map, the hydrogeological map and the map of documentation points. Further, the master's thesis contains geological cross-section. The actualization of engineering geological condition map provides new information about recent sedimentation areas and anthropogenic sediments, especially about landfills and landslides.

Summary: This master's thesis focuses on the actualization and compiling of a detailed engineering geological map in scale 1 : 5 000. The thesis deals with the area defined by four points in the coordinate system JTSK - Křovák: : x1= -749 300, y1= -1 043 400; x2= -745 900, y2= -1 043 400; x3= -749 300, y3= -1 044 500; x4= -745 900, y4= -1 044 500. In the first background research part, the geomorphologic, climatic, geologic, hydrogeological and geodynamic conditions of the mapped area are presented. The second practical part of the thesis consists of four major parts: the engineering geological conditions map, the height of recent sediments map, the hydrogeological map and the map of documentation points. Further, the master's thesis contains geological cross-section. The actualization of engineering geological condition map provides new information about recent sedimentation areas and anthropogenic sediments, especially about landfills and landslides.

The purpose of the diploma thesis is assess the impact of piles on primary collector lining. Using a mathematical model has been calculated interaction between pile ond collector lining. The main task is to decide the length dependence of the pile deformations and internal forces that are the concrete lining of the collector.