Internal Stability (Stresses): Difference between revisions
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{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) | Gravity Dam Design (EM 1110-2-2200), USACE]] | {{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) | Gravity Dam Design (EM 1110-2-2200), USACE]] | ||
{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) | Arch Dam Design (EM 1110-2-2201), USACE]] | {{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) | Arch Dam Design (EM 1110-2-2201), USACE]] | ||
{{Document Icon}} [[Design of Small Dams | Design of Small Dams, USBR | {{Document Icon}} [[Design of Small Dams | Design of Small Dams, USBR]] | ||
==Trainings== | ==Trainings== | ||
Latest revision as of 15:16, 21 July 2023
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| Learn more about the need to consider uplift pressure when designing a gravity structure at DamFailures.org |
Internal stability failures occur at individual joints, lift surfaces, or other weak planes internal to a dam structure rather than the structure as a whole. This may include sliding on lift surfaces or exceedance of allowable material strengths. [1]
Examples
Case study: Oroville Dam Spillway Incident (Damfailures.org)
Case study: St. Francis Dam Failure (Damfailures.org)
Best Practices Resources
Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE
Gravity Dam Design (EM 1110-2-2200), USACE
Arch Dam Design (EM 1110-2-2201), USACE
Trainings
On-Demand Webinar: Introduction to Concrete Gravity Dams
On-Demand Webinar: Uplift and Drainage for Concrete Dams and Spillways
On-Demand Webinar: Analysis of Concrete Arch Dams
On-Demand Webinar: Stability Evaluations of Concrete Dams
On-Demand Webinar: Roller Compacted Concrete - Design and Construction of Water Control Structures
Citations:
Revision ID: 7373
Revision Date: 07/21/2023