Failure analysis of your dam-Basis interface in concrete dams is characterised by complexity, uncertainties on products and parameters, and a strong non-linear softening behavior. In practice, these uncertainties are dealt with a well-structured mixture of encounter, very best methods and prudent, conservative style methods according to the safety

Failure analysis in the dam-Basis interface in concrete dams is characterised by complexity, uncertainties on models and parameters, and a powerful non-linear softening habits. In observe, these uncertainties are dealt with a effectively-structured combination of experience, very best procedures and prudent, conservative structure approaches depend