National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Determination of geotechnical and geological characteristic of soils and evaluation of their suitability for building construction in Blansko
Kejík, Vít ; Krmíček, Lukáš (referee) ; Sluková, Michaela (advisor)
The aim of the bachelor thesis is geotechnical research, determination and assessment of the soil in a given area of the Czech Massif as the foundation soil. The survey focuses on geological and mechanical properties of soils. The first part of the thesis is the research activity of the studied area, followed by the exploratory part, where we analyze the obtained samples by means of field trials, subsequently in the laboratory and on the basic of these results we propose a suitable method of founding.
Prediction of shotcrete behavior applying elastoplastic material model
Kejík, Vít ; Miča, Lumír (referee) ; Chalmovský, Juraj (advisor)
This work is focused on the application of advanced elasto-plastic material model intended for shotcrete. Spatial mathematical models of two laboratory tests are created, where this model is used. The first test is a three-point bending concrete specimen. Next, the behavior of the material is analyzed, in which input parameters are entered. Consequently, two reverse analyzes of the available data are analyzed where a match between prediction and measurement can be obtained. The second test is a modified tensile test, where is describe the material behavior in changing of input parameters. Subsequently, reverse data analysis is created, where an acceptable match between prediction and measurement is possible. In every study, the stress waveform in the fracture process zone is analyzed to more detail.
Prediction of shotcrete behavior applying elastoplastic material model
Kejík, Vít ; Miča, Lumír (referee) ; Chalmovský, Juraj (advisor)
This work is focused on the application of advanced elasto-plastic material model intended for shotcrete. Spatial mathematical models of two laboratory tests are created, where this model is used. The first test is a three-point bending concrete specimen. Next, the behavior of the material is analyzed, in which input parameters are entered. Consequently, two reverse analyzes of the available data are analyzed where a match between prediction and measurement can be obtained. The second test is a modified tensile test, where is describe the material behavior in changing of input parameters. Subsequently, reverse data analysis is created, where an acceptable match between prediction and measurement is possible. In every study, the stress waveform in the fracture process zone is analyzed to more detail.
Determination of geotechnical and geological characteristic of soils and evaluation of their suitability for building construction in Blansko
Kejík, Vít ; Krmíček, Lukáš (referee) ; Sluková, Michaela (advisor)
The aim of the bachelor thesis is geotechnical research, determination and assessment of the soil in a given area of the Czech Massif as the foundation soil. The survey focuses on geological and mechanical properties of soils. The first part of the thesis is the research activity of the studied area, followed by the exploratory part, where we analyze the obtained samples by means of field trials, subsequently in the laboratory and on the basic of these results we propose a suitable method of founding.

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