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National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
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.
Detailed record
Typical properties of Moravian foundation soils and their behaviour under load
 Štainerová, Lenka ; Krmíčková,, Michaela (referee) ; Brdečková, Helena (advisor)
The aim of this thesis is to describe the properties of foundation soil in Moravia. In the first part I show the properties of different types of foundation soils. The next part focuses on the physical - index and mechanical properties of sample. The conclusion of the thesis is evaluate the behavior of selected types of foundation soils under load.
Detailed record
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.
Detailed record
Typical properties of Moravian foundation soils and their behaviour under load
 Štainerová, Lenka ; Krmíčková,, Michaela (referee) ; Brdečková, Helena (advisor)
The aim of this thesis is to describe the properties of foundation soil in Moravia. In the first part I show the properties of different types of foundation soils. The next part focuses on the physical - index and mechanical properties of sample. The conclusion of the thesis is evaluate the behavior of selected types of foundation soils under load.
Detailed record

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