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ADAM, K. ŘÍHA, J.
Original Title
THE NUMERICAL ANALYSIS OF FREEZING OF FOUNDATION JOINT OF THE TERLICKO DAM SPILLWAY
Type
conference paper
Language
English
Original Abstract
At the beginning of the year 2012 the reconstruction of the spillway and the chute proceeded at the Terlicko dam. During the January and February the temperatures decreased below -20 degrees Celsius, moreover the temperatures below -10 degrees Celsius continued for 17 days. During this time the upper degraded concrete layer was removed so the spillway chute slab was only 0.7 m thick. During the February the vertical upward displacements were observed at the chute which was probably attributed to freezing of the foundation joint. Additional geological survey indicated soft and water-bearing layer of a poor quality at the foundation joint between the slab and sub-base slates. In the paper the results of numerical modelling of possible freezing of the concrete slab during the event are discussed. The numerical model of the heat flow demonstrated possibility of freezing of the slab down to the foundation joint which may be the cause of the vertical deformation.
Keywords
freezing of concrete slab, spillway chute slab, heat flow, transient thermal analysis, ANSYS
Authors
ADAM, K.; ŘÍHA, J.
RIV year
2013
Released
9. 9. 2013
Publisher
STU Bratislava
Location
SK, Bratislava
ISBN
978-80-227-4003-6
Book
Thirteenth International Symposium on Water management and hydraulic engineering 2013
Edition number
1
Pages from
19
Pages to
27
Pages count
9
BibTex
@inproceedings{BUT101411, author="Karel {Adam} and Jaromír {Říha}", title="THE NUMERICAL ANALYSIS OF FREEZING OF FOUNDATION JOINT OF THE TERLICKO DAM SPILLWAY", booktitle="Thirteenth International Symposium on Water management and hydraulic engineering 2013", year="2013", series="0", number="1", pages="19--27", publisher="STU Bratislava", address="SK, Bratislava", isbn="978-80-227-4003-6" }