Stability Analysis of Gravity Dam Foundations with Horizontal Seamsby Chennimalai Chinnaswamy, Univ of Colorado, Boulder, CO, USA,
Bernard Amadei, Univ of Colorado, Boulder, CO, USA,
Document Type: Proceeding Paper
Part of: Waterpower '91: A New View of Hydro Resources
Abstract: Determination of the overall factor of safety against sliding is an important aspect in concrete dam design. Limit equilibrium methods have serious limitations. A method for determining the factor of safety using elasto-plastic finite element analysis is presented. Using this approach, the stability of a dam on a rock mass with a horizontal seam located at various depths is analyzed.
Subject Headings: Finite element method | Dam foundations | Concrete dams | Gravity dams | Rock masses | Dam safety | Sliding effects | Landslides
Services: Buy this book/Buy this article
Return to search