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ABSTRACT
This diploma thesis deals with geological, engineering geological and geotechnical aspects
of founding (grounding) of large industrial floors. It shows typical reasons, which can cause
the problems during and after the construction on the floors of hall objects.
The first part of this thesis presents authors own simple classification of conditions, which are
connected with construction of hall floors. The second part contains two sets of commented
case studies. The short case studies in the first set originate from literature research. In the
second set author presents cases that have been visited and assessed by herself.
In the third part of this thesis is on the base of three numerical models shown, how the
character of the subsoil affects settlements of large, heavy loaded floors. Models were created
in Plaxis 2D programme.
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