Global Stability of a Dam: Difference between revisions
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* [[Internal Stability (Stresses)]]  | * [[Internal Stability (Stresses)]]  | ||
Revision as of 18:03, 14 December 2022
| 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.
Required Data
Evaluation Criteria
Types of Analyses
Examples
 Learn more about the need to consider uplift pressure (DamFailures.org)
 Learn from the critical oversights that led to the failure of St. Francis Dam (DamFailures.org)
Best Practices Resources
  Design Standards No. 13: Embankment Dams (Ch. 13: Seismic Analysis and Design), USBR, 2015
  Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053), USACE, 2007
  Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005
  Roller-Compacted Concrete (EM 1110-2-2006), USACE, 2000
  Gravity Dam Design (EM 1110-2-2200), USACE, 1995
  Arch Dam Design (EM 1110-2-2201), USACE, 1994
 Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE, 1981
  Design of Small Dams, USBR, 1987
Trainings
 On-Demand Webinar: Rehabilitation of Concrete Dams
 On-Demand Webinar: Stability Evaluations of Concrete Dams
 On-Demand Webinar: Analysis of Concrete Arch Dams
 On-Demand Webinar: Introduction to Concrete Gravity Dams
Citations:
Revision ID: 5699
Revision Date: 12/14/2022
