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Klikov Formation in a newly localized landslide area near České Budějovice
Pilařová, Eliška ; Jerman, Jan (advisor) ; Mužík, Vlastimil (referee)
Diploma thesis is focused on obtaining new knowledge about the Klikov Formation of the České Budějovice Tertiary Basin during the extraordinary opportunity of construction a section of the D3 highway at the southern edge of České Budějovice near the villages of Roudné and Včelná. The location is also interesting because of newly detected landslide. The route of the highway is designed in large side-hill cut. The cut reached a total height of up to 20 m and was mainly carried out in the soft rock of the Klikov Formation, while vertical rock slopes up to several meters high remained without any stabilization during excavation. This made it possible to examine the soft rock of Klikov Formation in various aspects, e.g. stability, structural properties, properties of the rock material itself, etc. The text is divided into two parts. The first part describes construction works during the excavation of side cut, and the second to laboratory tests. The diploma thesis presents the connection between field observation and laboratory results.
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Foundation of traffic embankments on clayey landfills of SHR
Mužík, Vlastimil ; Boháč, Jan (advisor) ; Kudrna, Zdeněk (referee)
Title Foundation of traffic embankments on clayey landfills of SHR Abstract This Bachelor thesis was worked out for Faculty of Science of Charles University in Prague led by Ing. J. Boháč. The thesis deals with motorway embankment over the landfill A. Zápotocký, which is part of motorway strech D8-0807/I. The thesis compiles research results, monitoring of trial embankments and monitoring performed by the own construction motorway embakment. Based on these data is determined the creep portion of the total settlement.
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Analysis of peak and critical strength of remoulded clay from Jiři mine
Mužík, Vlastimil ; Boháč, Jan (advisor) ; Hudek, Jiří (referee)
This Thesis deals with the determination of the critical and peak strength of clay fill soils from open mine Jiří. The strenght of clay was determined by conventional triaxial apparatus and triaxial apparatus with frictionless specimens, and two types of direct shear box: translational and ring shear box. The results of laboratory tests are discussed and compared with data of geotechnical investigation of landslide in mine Jiří.
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Foundation of traffic embankments on clayey landfills of SHR
Mužík, Vlastimil ; Boháč, Jan (advisor) ; Kudrna, Zdeněk (referee)
Title Foundation of traffic embankments on clayey landfills of SHR Abstract This Bachelor thesis was worked out for Faculty of Science of Charles University in Prague led by Ing. J. Boháč. The thesis deals with motorway embankment over the landfill A. Zápotocký, which is part of motorway strech D8-0807/I. The thesis compiles research results, monitoring of trial embankments and monitoring performed by the own construction motorway embakment. Based on these data is determined the creep portion of the total settlement.
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Foundation of traffic embankments on clayey landfills of SHR
Mužík, Vlastimil ; Boháč, Jan (advisor) ; Rozsypal, Alexandr (referee)
4 Abstract This Bachelor thesis was worked out for Faculty of Science of Charles University in Prague supervised by J. Boháč. The thesis deals with motorway embankment over the A. Zápotocký landfill, which is a part of motorway strech D8-0807/I. The thesis compiles the monitoring data of the trial embankments and monitoring of final motorway embakment. Based on these data is the creep portion of the total settlement estimated.
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