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Pile Foundations - Energy Piles
Hoza, Martin ; Leiter, Augustin (referee) ; Glisníková, Věra (advisor)
At a time when ecology and renewable energy sources come to the fore, the use of geothermal energy appears to be one of the suitable alternatives. The aim of this paper is to explain the function of ground source heat pumps, to mention factors affecting the efficiency of the system and discuss the technology of energy piles realization. This paper also focuses at risks associated with the soil temperature influencing and shows examples of realization.
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Determination of load-transfer functions for bored piles
Čechová, Simona ; Račanský, Václav (referee) ; Chalmovský, Juraj (advisor)
The thesis is consisted of theoretical and practical part. In theoretical part was described nowadays commonly used method for analysis of single axially loaded replacement piles defined by Masopust (1994). There was also explained principle of load transfer method and was done analysis of mobilization curves, which are applied abroad, and finally were defined essential entry parameters for construction of selected load transfer curves. In practical part method by Masopust (1994) was transformed, limit shear stresses and tip resistances were calculated and values of deformation parameters for constructing cubic root curve and hyperbolic load transfer curve were deterined. In the last step both types of load transfer curves were constructed for shaft and pile tip of a replacement pile in different depths in fine-grained soil and in coarse-grained soil.
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The Design of Hotel Foundations
Németh, Gábor ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of surface and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a multi-functional building (a hotel) in Brno - Pisárky within the given geological conditions . Even though the proposed variants are calculated without the use of computational software, software PLAXIS is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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The Design of Object Foundation
Adamík, Václav ; Štefaňák, Jan (referee) ; Glisníková, Věra (advisor)
The aim of this work is to introduce the foundation of buildings and to make a closer approach to the issue of deep foundation, which is needed to replace the shallow foundation. The reason is a small carrying capacity or too big compressibility of foundation soil. The main point of this work is practical solution of concrete deep foundation and comparing results from a calculation program GEO 5 with results which we get without using the calculation program.
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Waterpark Jeseník - selected geotechnical problems
Kučera, Jakub ; Fiala, Radek (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of establishing the basics of structures. Its main focus lays on foundation pads and piles. The practical part consists of finding a solution regarding two different approaches of the foundation of the waterslide in Aquapark Jeseník. Even though the proposed variants are calculated without the use of computational software, software GEO 5 is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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The design of bridge pillar foundation
Koporec, Vladimír ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor's thesis discusses the possible ways of surface and and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a bridge pillar in the city of Prešov within the given geological conditions. Even though the proposed variants are calculated without the use of computational software, software GEO5 is used to compare the results. software for mutual comparison. The conclusion contains the comparison and evaluation of the results of both approaches.
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The design of bridge pillar foundation
Koporec, Vladimír ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor's thesis discusses the possible ways of surface and and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a bridge pillar in the city of Prešov within the given geological conditions. Even though the proposed variants are calculated without the use of computational software, software GEO5 is used to compare the results. software for mutual comparison. The conclusion contains the comparison and evaluation of the results of both approaches.
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Determination of load-transfer functions for bored piles
Čechová, Simona ; Račanský, Václav (referee) ; Chalmovský, Juraj (advisor)
The thesis is consisted of theoretical and practical part. In theoretical part was described nowadays commonly used method for analysis of single axially loaded replacement piles defined by Masopust (1994). There was also explained principle of load transfer method and was done analysis of mobilization curves, which are applied abroad, and finally were defined essential entry parameters for construction of selected load transfer curves. In practical part method by Masopust (1994) was transformed, limit shear stresses and tip resistances were calculated and values of deformation parameters for constructing cubic root curve and hyperbolic load transfer curve were deterined. In the last step both types of load transfer curves were constructed for shaft and pile tip of a replacement pile in different depths in fine-grained soil and in coarse-grained soil.
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The Design of Hotel Foundations
Németh, Gábor ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of surface and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a multi-functional building (a hotel) in Brno - Pisárky within the given geological conditions . Even though the proposed variants are calculated without the use of computational software, software PLAXIS is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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Waterpark Jeseník - selected geotechnical problems
Kučera, Jakub ; Fiala, Radek (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of establishing the basics of structures. Its main focus lays on foundation pads and piles. The practical part consists of finding a solution regarding two different approaches of the foundation of the waterslide in Aquapark Jeseník. Even though the proposed variants are calculated without the use of computational software, software GEO 5 is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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