JOURNAL OF FACULTY OF CIVIL ENGINEERING 22, 2013.y., pp. 145-157GEOTECHNICAL CONDITIONS FOR FOUNDATION
OF OBJECTS FOR THERMAL POWER PLANTS
2 X 200 MW - UGLJEVIK 3
|CC-BY-SA 4.0 license
|Author : Neđo Đurić, Petar Mitrović
|Thermal power plant Ugljevik 3, planned as a Phase III construction of the
complex thermal power Ugljevik, is located in the extended circle of the existing thermal
power plants and earlier started and unfinished Thermal Power Plant II. Earlier existed
geological and geotechnical investigations for the previous two phases, while the third phase at that time had not planned. Construction of the third phases power plant,
demanded preliminary study of geotechnical characteristics of the terrain and
conditions foundation structures.
The study of mentioned characteristics have been conducted the first survey of the level
of conceptual design. The results have provided a basic picture of the characteristics of
terrain and are open to certain issues that had to be resolved with additional research
phase of the main project. Mainlythe issues related to the structural and tectonic terrain
slop seizmogenost the present faults. Additional research is defined by the position of
faults, its elements and seismic activity, which is not active.
Data obtained during field investigations and laboratory tests are sufficient for the
analysis the foundation conditions of facilities and geostatic calkulation. Based on the
selected representative parameters for the other communities has been proposed deep
and shallow foundation structures, depending on the type of facility, its significance and
impact on the geological medium.
|Buildings, geological medium, geotechnical conditions, geotechnical