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Temperatur- und Zwangsspannungsentwicklung in Walzbeton-RCC-Staumauern

Translated title of the contribution: Temperature and restraint stress evolution in Roller Compacted Concrete (RCC) dams
  • Technical University of Munich
  • Versuchsanstalt für Wasserbau und Wasserwirtschaft TU München Oskar-von-Miller-Institut

Research output: Contribution to journalArticlepeer-review

Abstract

The Roller Compacted Concrete (RCC) technology has widely been accepted in international dam engineering. RCC is placed in thin layers and compacted using earth moving equipment according to the economical placement methods applied for fill dams, Cracking in concrete dams is typically in consequence of thermal loads. Resulting from the knowledge of the actual temperature distributions in concrete dams major conclusions in respect of cracking danger may be drawn. Distributed fiber optic temperature measurements are a sophisticated tool in dam monitoring and provide a considerably higher information density compared to conventional temperature measurement systems.

Translated title of the contributionTemperature and restraint stress evolution in Roller Compacted Concrete (RCC) dams
Original languageGerman
Pages (from-to)41-47
Number of pages7
JournalWasserWirtschaft
Volume95
Issue number1-2
DOIs
StatePublished - 2005

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