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Design of the Foundation Pit Sheeting
Valkó, Attila ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor´s thesis deals with the design of the foundation pit sheeting of a multifunctional building in Brno - Pisárky. The thesis contains the description of various styles of foundation pit sheeting. The purpose of the thesis is designing an appropriate method of sheeting, in this case an anchored excavation method is used. Statistic calculations were performed by program GEO5.
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Design of sheeting on a excavated section of tunnel on a high-speed line Brno-Přerov
Umlauf, Jiří ; Boštík, Jiří (referee) ; Miča, Lumír (advisor)
In first part of the thesis are proposed four variants of retaining structures for deep excavation of cut-and-cover tunnel part. It is nailed slope, pile wall, nailed slope in combination with pile wall and soldier pile wall. For those structures is in following part carried out an economic analysis and the most cost effective variant is chosen. Chosen structure is further analyzed in next part. This analysis is carried out with finite element method in software PLAXIS. As a material model is chosen Hardening Soil model and input parameters were determined by empiric formulas from literature. Behavior of neogene clays, in which is the structure designed, is considered as undrained, by type Undrained A. In the last part of the thesis is described technological procedure of construction this retaining structure.
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Foundation pit design
Valkó, Attila ; Boštík, Jiří (referee) ; Doněk, Michal (advisor)
Diploma thesis deals with securing of foundation pit of family house in given geological conditions situated in Brno-Kohoutovice. The aim of the thesis is to list possible solutions of securing foundation pits in general and solve this geotechnical problem with an appropriate solution. Static calculations were performed by geotechnical software GEO5.
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Design of the Foundation Pit for Apartment Building
Šobáň, Jakub ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor´s thesis focuses on meeting of a construction pit forresidential building Kadetka in Brno. The purpose of this thesis is to design meeting construction and describe technological process of buiding the chosen construction type whichis in this work represented by once anchored meeting structure. This meeting structure was analysed in geotechnical program GEO5.
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Foundation design of River Garden III in Prague
Malinský, Martin ; Boštík, Jiří (referee) ; Svoboda, Petr (advisor)
The topic of this master's thesis are the design of ensuring foundation pit and foundation of administrative building in Prague. In the vicinity of foundation pit is situated the river Vltava, which directly influences the ground water level at the job site. During construction, it is necessary to envisage the possibility of occurrence of the old building structures of docks.
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Design of foundations of Building in Hradec Králové
Kudelás, Jaroslav ; Boštík, Jiří (referee) ; Svoboda, Petr (advisor)
The diploma thesis deals with foundations of a new learning and research center of the Charles University. Goal is economical and secure design of geotechnical structures. In this thesis, has been used less known technology of deep foundations. The author points to the diversity of utilization, such as sealing wall, anchored and unanchored sheeting, columns designed to influence tension and pressure. For the static calculation have been used programs Scia Engineer and Geo5 v19. Part of this thesis the technological process of technology of the soil improvement by DSM.
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Retaining Walls
Pospíšil, Jan ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The objective of thesis is to create a comprehensive overwiew of the most commonly used retaining walls in the Czech Republic and to characterize their properties, method of assessment, advantages, disadvantages or causes of failures. Based on these findings will be designed selected type of retaining wall in Rebešovice.
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Silos foundation
Minarčík, Jan ; Boštík, Jiří (referee) ; Doněk, Michal (advisor)
The bachelor thesis deals with the surface fundamentals in the first part, in the second part presents a theoretical solution of the bearing capacity of the foundation soil under flat basis. In the third, practical part is solved the 8th unit of silos for plastics granulate in given geological conditions. The layout design was made according to Eurocode 7, using the GEO5 - Patky and SCIA Engineer.
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