Long-term thermal two- and three-dimensional analysis of roller compacted concrete dams supported by monitoring verification

Author:

Kuzmanovic Vladan12,Savic Ljubodrag12,Stefanakos John12

Affiliation:

1. Civil Engineering Faculty University of Belgrade, Bulevar kralja Aleksandra 73, 11000 Belgrade, Serbia.

2. Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Hydras 18, 15232 Athens, Greece.

Abstract

This paper presents two-dimensional (2D) and three-dimensional (3D) numerical models for unsteady phased thermal analysis of RCC dams. The time evolution of a thermal field has been modeled using the actual dam shape, RCC technology and the adequate description of material properties. Model calibration and verification has been done based on the field investigations of the Platanovryssi dam, the highest RCC dam in Europe. The results of a long-term thermal analysis, with actual initial and boundary conditions, have shown a good agreement with the observed temperatures. The influence of relevant parameters on the thermal field of RCC dams has been analyzed. It is concluded that the 2D model is appropriate for the thermal phased analysis, and that the boundary conditions and the mixture properties are the most influential on the RCC dam thermal behavior.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference16 articles.

1. AEGEK General Construction Company. 1996. Platanovryssi Dam, Europe’s highest RCC dam. AEGEK General Construction Company, Athens, Greece.

2. Andriolo, F.R. 1997. The use of roller compacted concrete. Oficina de Textos, São Paulo, Brazil.

3. Temperature regime of a gravity dam from rolled concrete

4. Cervera, M., and Goltz, M. 2003. A modified 1-D strip model for thermo-mechanical analysis of RCC dams. In Roller Compacted Concrete Dams: Proceedings of the 4th International Symposium on RCC Dams, Madrid, Spain, 17–19 November 2003. Edited by L. Berga, J.M. Buil, C. Jofré, and S. Chonggang. Taylor and Francis, London, UK. pp. 579–588.

5. Simulation of Construction of RCC Dams. I: Temperature and Aging

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