This document contains the results of an analysis of the structural safety of a concrete dam. It provides information on load combinations and required safety factors that were used in the analysis. It then shows the results of checking joints in the dam under usual load combinations for stresses, displacements, and factors of safety against sliding, overturning, uplifting, and rock wedge resistance. Stresses and displacements were within allowable limits and factors of safety were above required values at all joints.
This document contains the results of an analysis of the structural safety of a concrete dam. It provides information on load combinations and required safety factors that were used in the analysis. It then shows the results of checking joints in the dam under usual load combinations for stresses, displacements, and factors of safety against sliding, overturning, uplifting, and rock wedge resistance. Stresses and displacements were within allowable limits and factors of safety were above required values at all joints.
This document contains the results of an analysis of the structural safety of a concrete dam. It provides information on load combinations and required safety factors that were used in the analysis. It then shows the results of checking joints in the dam under usual load combinations for stresses, displacements, and factors of safety against sliding, overturning, uplifting, and rock wedge resistance. Stresses and displacements were within allowable limits and factors of safety were above required values at all joints.
This document contains the results of an analysis of the structural safety of a concrete dam. It provides information on load combinations and required safety factors that were used in the analysis. It then shows the results of checking joints in the dam under usual load combinations for stresses, displacements, and factors of safety against sliding, overturning, uplifting, and rock wedge resistance. Stresses and displacements were within allowable limits and factors of safety were above required values at all joints.
CADAM - Results report Page 2 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 3 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 4 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 5 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 6 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 7 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 8 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada
CADAM - Results report Page 9 by Martin Leclerc, M. Ing., Research Engineer NSERC / Hydro-Quebec / Alcan Industrial Chair on Structural Safety of Concrete Dams École Polytechnique de Montréal, Canada