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The Design of Deep Cut Securing
Štainerová, Lenka ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The aim is to design economical and above all safe securing a deep notch, both in the construction phase and throughout the use of the building. In the first part of the thesis Background research will be given an idea of the construction of the geotechnical point of view. The second part will contain the geotechnical design calculation. The third part will be proposed safety recommendations in terms of geotechnical monitoring.
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The Analysis of Slope Stability in Difficult Geotechnical Conditions
Wetterová, Alice ; Lacina, Jaroslav (referee) ; Glisníková, Věra (advisor)
Aim of the diploma thesis is design elements of slope stabilization in accordance with the planned highway D3 in Slovakia section of Cadca, Bukov - Svrčinovec and relocation of a local road. Objective subject is situated on the slopes of Cadca. In diploma thesis is an analysis of the area with the proposed stabilizing elements in the 5 GEO FEM, their assessment, including determining the overall stability of the territory according to the degree of safety.
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The providing of decontamiantion pit for the environmental purposes
Bůžková, Eliška ; Lokos, Jan (referee) ; Horák, Vladislav (advisor)
As the trend in environmental care grows, the emphasis on removing the old environmental burdens is bigger. This thesis is dedicated to the case when the soil was contaminated by products of gas industry in the area of Jihomoravská plynárenská, a.s. in Brno - Zábrdovice . The aim of this work is to select the appropriate remediation technology and shoring remediation pit in mentioned locality. Diploma thesis also includes design and assessment of selected construction sheeting calculated by the method of dependent pressures, technology design and implementation of construction drawings.
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Sheeting of Foundation Pit
Vodáček, Ondřej ; Chalmovský, Juraj (referee) ; Glisníková, Věra (advisor)
First part of the thesis talks about pit sheeting in general, including shafts and trenches as well as pits, however pits are the very main topic and therefore described in details. This part also discusses earth pressure and groundwater issues as applied loads, yet only marginally. Second part demonstrates a particular sheeting structure and its calculation. All presumptions are established here, including double-anchored sheet pile wall geometry, spoken earth pressure loads and groundwater loads plus heavy equipment load during a construction. The calculating process is shown using computer softwares (Plaxis 2D, GEO5) and also in a non-software way using just pen and paper. At the very end of thesis an ultimate limit state (ULS) of sheet piles is assessed, software and non-software results are compared to each other and discussed.
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Excavation pit in Olomouc
Plevová, Lenka ; Masopust,, Jan (referee) ; Miča, Lumír (advisor)
The bachelor´s thesis focuses on sheeting of a construction pit in Faculty hospital of Olomouc. The purpose of this thesis is to design sheeting construction and describe technological process of buiding the chosen construction type which is in this work represented by once anchored pile wall with the large axial distance. In adition, sheet pile wall was analysed in two various geotechnical programs, GEO5 and Plaxis 2D. Furthermore, this work contains a view and a brief description of other methods used for sheeting constructions. In the end, this thesis deals with economic comparison of designed type of pile wall with another two types, tangent pile wall and secant pile wall.
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