Three Dimensional Modeling of Concrete Dams with Cracks Using Boundary Element Methodsby Bernard Amadei, Univ of Colorado, Boulder, CO, USA,
Tissa Illangasekare, Univ of Colorado, Boulder, CO, USA,
C. Chinnaswamy, Univ of Colorado, Boulder, CO, USA,
Abstract: Determining uplift pressure distributions in cracks in a concrete dam requires coupling between crack hydraulics and the stresses and displacements occurring in the rock and the concrete surrounding the crack walls. The applicability and limitations of the Boundary Element Methods (BEM) as tools for determining those stresses and displacements in three dimensions are discussed.
Subject Headings: Concrete dams | Boundary element method | Pressure distribution | Cracking | Three-dimensional models | Displacement (mechanics) | Hydraulic models | Uplifting behavior
Services: Buy this book/Buy this article
Return to search