National Repository of Grey Literature 8 records found  Search took 0.05 seconds. 
Foundation of Apartment Building in Třeboň
Jurníček, Lukáš ; Glisníková, Věra (referee) ; Svoboda, Petr (advisor)
The bachelor thesis deals with the theme of the apartment building foundation. Its objective is based on studies of expert resources and static assessment to design an appropriate way of building construction foundation. In the theoretical part of the bachelor thesis, the author is concerned with the most frequent possibilities of establishing common residential house, the area, and underground foundation on deep soils improved. In the second part, the author makes choice of a particular method of foundation (deep while using piles) and applies it to the calculation of the real structure. The static calculation has been described and consequently manually processed, and finally verified within the program GEO 5. The work also includes an overview together with a brief description of other information sources to be used for the creation of static calculation.
Foundation of Parking House
Kudelás, Jaroslav ; Boštík,, Jiří (referee) ; Glisníková, Věra (advisor)
The result of bachelor’s thesis is a theoretical and practical part. The theoretical part describes the foundations of the current options. In the practical part is specifically created static design of most exposed pile, technology and drawings specified object.
Stability analysis of landslide area
Píchová, Sylvie ; Erbenová, Alexandra (referee) ; Paseka, Antonín (advisor)
In the bachelor thesis is shown Zaruba & Mencl classification of landslide, site investigations and methods of static calculations using limit state equilibrium method. In the thesis is solved recent landslide in the profile II-II of site VIII in Brno Bystrc in Czech Republic.  In the paper work is explained how is made engineering geology and hydrogeology site investigation. Stability of recent landslide is made using back analysis of friction angle on the shear band in equilibrium state (FS=1)  of Pettersson strip method using programs Excell and Autocad. Its result is check using different Limite state methods in program GEO 5 of FINE company. Pettersson strip method using programs Excell and Autocad. In the next step  was checked degree of slope stability using Pettersson strip method using programs Excell and Autocad in the gradual lowering of water (landslide rescue method). The landslide rescue method was finally designed.
Foundation Pits of Circular Cross-section
Plevová, Lenka ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The master´s thesis focuses on design of underground sprinkler tank for a shopping centre Sconto in Hradec Králové. The purpose of this thesis is to design and to analyse all parts of this construction. These parts are the roof, the bottom plate and the wall, which is represented by secant piles. Due to the high level of the ground water which causes a great pressure on the bottom of the tank, the solution of the bottom plate represents very important part of this thesis. There were used two programs for an analysis, Scia Engineer 2013 and FIN EC – Beton 3D. Furthermore, the work contains a view and a brief description of methods used for sheeting of foundation pits of a circular cross-section. In the end, this thesis contains the design of two other solutions of bottom plate and its economic comparison.
Stability analysis of landslide area
Píchová, Sylvie ; Erbenová, Alexandra (referee) ; Paseka, Antonín (advisor)
In the bachelor thesis is shown Zaruba & Mencl classification of landslide, site investigations and methods of static calculations using limit state equilibrium method. In the thesis is solved recent landslide in the profile II-II of site VIII in Brno Bystrc in Czech Republic.  In the paper work is explained how is made engineering geology and hydrogeology site investigation. Stability of recent landslide is made using back analysis of friction angle on the shear band in equilibrium state (FS=1)  of Pettersson strip method using programs Excell and Autocad. Its result is check using different Limite state methods in program GEO 5 of FINE company. Pettersson strip method using programs Excell and Autocad. In the next step  was checked degree of slope stability using Pettersson strip method using programs Excell and Autocad in the gradual lowering of water (landslide rescue method). The landslide rescue method was finally designed.
Foundation Pits of Circular Cross-section
Plevová, Lenka ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The master´s thesis focuses on design of underground sprinkler tank for a shopping centre Sconto in Hradec Králové. The purpose of this thesis is to design and to analyse all parts of this construction. These parts are the roof, the bottom plate and the wall, which is represented by secant piles. Due to the high level of the ground water which causes a great pressure on the bottom of the tank, the solution of the bottom plate represents very important part of this thesis. There were used two programs for an analysis, Scia Engineer 2013 and FIN EC – Beton 3D. Furthermore, the work contains a view and a brief description of methods used for sheeting of foundation pits of a circular cross-section. In the end, this thesis contains the design of two other solutions of bottom plate and its economic comparison.
Foundation of Apartment Building in Třeboň
Jurníček, Lukáš ; Glisníková, Věra (referee) ; Svoboda, Petr (advisor)
The bachelor thesis deals with the theme of the apartment building foundation. Its objective is based on studies of expert resources and static assessment to design an appropriate way of building construction foundation. In the theoretical part of the bachelor thesis, the author is concerned with the most frequent possibilities of establishing common residential house, the area, and underground foundation on deep soils improved. In the second part, the author makes choice of a particular method of foundation (deep while using piles) and applies it to the calculation of the real structure. The static calculation has been described and consequently manually processed, and finally verified within the program GEO 5. The work also includes an overview together with a brief description of other information sources to be used for the creation of static calculation.
Foundation of Parking House
Kudelás, Jaroslav ; Boštík,, Jiří (referee) ; Glisníková, Věra (advisor)
The result of bachelor’s thesis is a theoretical and practical part. The theoretical part describes the foundations of the current options. In the practical part is specifically created static design of most exposed pile, technology and drawings specified object.

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