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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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Design of shallow foundation using Penetration tests
Bastl, Jiří ; Fiala, Radek (referee) ; Štefaňák, Jan (advisor)
The bachelor´s thesis focuses on the principle and implementation of penetration tests and search procedures using the test results of penetration test for design of shallow foundations. The purpose of this work is to compare the design of sallow foundations using conventional methods and computational methods based on the use of penetration tests. In the project TA04031092 – interpretation and correlation of dynamic and static penetration test, I worked with data on which I assembled and tested correlations between cohesion of clays and penetration resistance for the region and around Brno.
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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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|
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Design of shallow foundation using Penetration tests
Bastl, Jiří ; Fiala, Radek (referee) ; Štefaňák, Jan (advisor)
The bachelor´s thesis focuses on the principle and implementation of penetration tests and search procedures using the test results of penetration test for design of shallow foundations. The purpose of this work is to compare the design of sallow foundations using conventional methods and computational methods based on the use of penetration tests. In the project TA04031092 – interpretation and correlation of dynamic and static penetration test, I worked with data on which I assembled and tested correlations between cohesion of clays and penetration resistance for the region and around Brno.
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