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Failure analysis in the dam-Basis interface in concrete dams is characterized by complexity, uncertainties on models and parameters, and a powerful non-linear softening behavior. In follow, these uncertainties are addressed a properly-structured combination of practical experience, very best techniques and prudent, conservative style techniques bas
Failure analysis from the dam-Basis interface in concrete dams is characterised by complexity, uncertainties on models and parameters, and a powerful non-linear softening habits. In exercise, these uncertainties are handled a effectively-structured mixture of knowledge, ideal techniques and prudent, conservative style and design methods depending o