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Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 1 doi: 10.1007/s11709-012-0142-1
Analysis of foundation sliding of an arch dam considering the hydromechanical behavior
1. LNEC – National Laboratory for Civil Engineering, Av. Brasil 101, Lisboa 1700-066, Portugal; 2. IST – Instituto Superior Técnico, Av. Rovisco Pais 1, Lisboa 1049-001, Portugal
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Keywords
concrete dams ; rock foundations ; hydromechanical behavior ; failure analysis
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