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Design of Deep Fundation of Elderly Care Home in Plzeň
Janočo, Martin ; Fiala, Radek (referee) ; Brdečková, Helena (advisor)
The objective of this bachelor’s thesis is design of pile foundation of a building in specific geological conditions. The design is based on engineering geology report of the area and a scheme of loads on foundations. Calculations are executed in spreadsheet software Excel and in geotechnical software GEO5 – Pile module. Finally, these calculations are compared with Plaxis 2D output.
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The Design of the Deep Foundation of the Apartment Building in Vsetín
Fišman, David ; Glisníková, Věra (referee) ; Brdečková, Helena (advisor)
The topic of this bachelor thesis is optimal design of deep foundation of apartment building in flysch geology while respecting the static and economic aspects of problem. Design of foundation is based on recieved informations regarding load from upper structure and also on engineerging-geological survey which was made on the future building site of the planned construction. The calculation of solitary pilot is made by author manually in Smath and verified by GEO5.
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The Design of the Deep Foundation of the Apartment Building in Vsetín
Fišman, David ; Glisníková, Věra (referee) ; Brdečková, Helena (advisor)
The topic of this bachelor thesis is optimal design of deep foundation of apartment building in flysch geology while respecting the static and economic aspects of problem. Design of foundation is based on recieved informations regarding load from upper structure and also on engineerging-geological survey which was made on the future building site of the planned construction. The calculation of solitary pilot is made by author manually in Smath and verified by GEO5.
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Design of Deep Fundation of Elderly Care Home in Plzeň
Janočo, Martin ; Fiala, Radek (referee) ; Brdečková, Helena (advisor)
The objective of this bachelor’s thesis is design of pile foundation of a building in specific geological conditions. The design is based on engineering geology report of the area and a scheme of loads on foundations. Calculations are executed in spreadsheet software Excel and in geotechnical software GEO5 – Pile module. Finally, these calculations are compared with Plaxis 2D output.
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