Failure analysis from the dam-foundation interface in concrete dams is characterized by complexity, uncertainties on versions and parameters, and a solid non-linear softening behavior. In observe, these uncertainties are dealt with a properly-structured combination of working experience, most effective tactics and prudent, conservative design appro

This paper details the development and assessment of a different empirical creep model that belongs into the restricted ranks of versions reproducing whole creep curves. The vital attributes with the product are that it's fully standardised and it is universally applicable.A information to knowing how engineering failure analysis is used to foresta