Global Stability of a Dam

Learn more about the need to consider uplift pressure when designing a gravity structure at DamFailures.org

When a dam impounds a body of water, it will experience a load or force commonly referred to as hydrostatic pressure. A variety of other forces such as uplift pressure, earth pressure, silt pressure, wave pressure, wind pressure, ice pressure, seismic acceleration, hydrodynamic pressure, and thermal stress from ambient temperature changes can also act on the dam depending upon site conditions. Global stability refers to the ability of the dam to withstand all design loading conditions with adequate safety margin. This is a function of the geometry and material properties of the dam as well as the magnitude and combination of loads acting on the structure.

While this is imperative for gravity-type dams, global stability must also be demonstrated for appurtenances that impound water. For example, labyrinth spillway weir walls which impound the upper-most portion of a reservoir must be stable under normal and flood loadings. Failure of such a structure would result in the uncontrolled release of a portion of the reservoir. Therefore, they should be designed to gravity dam standards to resist overturning/sliding. This may require supplemental restraint such as grouted anchors due to the relatively low mass of the structure to resist the driving forces imposed by the reservoir.

Required Data

Evaluation Criteria

Types of Analyses

A critical aspect of any engineering analysis is communication. There are a variety of structural analysis approaches and methodologies, and it is important to owners, consultants, and regulators that clear communication is integrated in the process. General guidance and recommendations regarding both pre- and post-modeling communication are provided on this page: Modeling Communication.