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Engineering geological conditions of new section D8 motorway around Řehlovice
Kuře, Tomáš ; Novotný, Jan (advisor) ; Florián, Tomáš (referee)
The goal of this master thesis was to compile a map of engineering geological condition in scale 1 : 5000 and an earth body construction - earth cut, to assess the engineering geological conditions of a new section D8 motorway construction around Řehlovice community. In the first part are presented the climatic, geomorphologic, geologic, hydrogeologic and geodynamic conditions of the mapped area itself and the wider vicinity. The Neogene volcanism influenced the geology and morphology of this area and caused frequent slope deformations in the mapped area. The second practical part of the thesis consists of the engineering geological map, laboratory tests and assessment of stability of the earth cut. In the compiled engineering geological map are presented some new findings: active landslides and assumed tectonic lines, both not previously mapped. Laboratory tests consisted of determination of natural moisture content, particle size, consistency limits and critical and residual parameters of the studied soil. Based on the outcomes of the tests, the soils can be considered as very specific with need to be manipulated properly. The SV Slope programme was used for the assessment of the stability of the earth cut, for calculations of the slope stability by limit equilibrium method and for simulations of...
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Field determination of unconfined compressive strength of rocks according to ISO 14689-1
Kuře, Tomáš ; Král, Jan (advisor) ; Tábořík, Petr (referee)
Abstrakt/Summary The aim of the following bachelor thesis is to determine the strength under the uniaxial compression, according to the norm ČSN EN ISO 14689-1. This norm as replaced the norm ČSN 73 1001. Several changes in the rock classification take place in the chapter entitled The Field Determination of Strength Under Uniaxial Compression. Moreover, my own research also address the issue of rock identification and classification. The comparison of the own measurements with the data of laboratory reported in the literature results take place thorough the thesis.
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Engineering geological conditions of new section D8 motorway around Řehlovice
Kuře, Tomáš ; Novotný, Jan (advisor) ; Florián, Tomáš (referee)
The goal of this master thesis was to compile a map of engineering geological condition in scale 1 : 5000 and an earth body construction - earth cut, to assess the engineering geological conditions of a new section D8 motorway construction around Řehlovice community. In the first part are presented the climatic, geomorphologic, geologic, hydrogeologic and geodynamic conditions of the mapped area itself and the wider vicinity. The Neogene volcanism influenced the geology and morphology of this area and caused frequent slope deformations in the mapped area. The second practical part of the thesis consists of the engineering geological map, laboratory tests and assessment of stability of the earth cut. In the compiled engineering geological map are presented some new findings: active landslides and assumed tectonic lines, both not previously mapped. Laboratory tests consisted of determination of natural moisture content, particle size, consistency limits and critical and residual parameters of the studied soil. Based on the outcomes of the tests, the soils can be considered as very specific with need to be manipulated properly. The SV Slope programme was used for the assessment of the stability of the earth cut, for calculations of the slope stability by limit equilibrium method and for simulations of...
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Field determination of unconfined compressive strength of rocks according to ISO 14689-1
Kuře, Tomáš ; Král, Jan (advisor) ; Tábořík, Petr (referee)
Abstrakt/Summary The aim of the following bachelor thesis is to determine the strength under the uniaxial compression, according to the norm ČSN EN ISO 14689-1. This norm as replaced the norm ČSN 73 1001. Several changes in the rock classification take place in the chapter entitled The Field Determination of Strength Under Uniaxial Compression. Moreover, my own research also address the issue of rock identification and classification. The comparison of the own measurements with the data of laboratory reported in the literature results take place thorough the thesis.
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