|
|
Design of Landslide Remediation
Poruba, Michal ; Glisníková, Věra (referee) ; Boštík, Jiří (advisor)
Main goal of thesis entitled "Landslide remediation design" is - based on acquired knowledge and submitted documents about the problematic of landslides - to determine the causes of the landslides on II. class road between villages Koryčany and Jestřabice and to propose optimal redevelopment.
|
|
|
Prefabricated reinforced concrete structures industrial hall with administration
Sitta, Martin ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particular. Furthermore, design of the Gerber beam which forms the slab construction in the administrational part of the building is elaborated. Structural design and evaluation of other structures of the building is not part of this thesis.
|
|
|
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.
|
|
|
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.
|
|
|
Prefabricated reinforced concrete structures industrial hall with administration
Sitta, Martin ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particular. Furthermore, design of the Gerber beam which forms the slab construction in the administrational part of the building is elaborated. Structural design and evaluation of other structures of the building is not part of this thesis.
|
|
|
Design of Landslide Remediation
Poruba, Michal ; Glisníková, Věra (referee) ; Boštík, Jiří (advisor)
Main goal of thesis entitled "Landslide remediation design" is - based on acquired knowledge and submitted documents about the problematic of landslides - to determine the causes of the landslides on II. class road between villages Koryčany and Jestřabice and to propose optimal redevelopment.
|
guest ::
