ASDSO Dam Safety Toolbox

Global Stability of a Dam: Difference between revisions

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(Created page with "<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --> __NOTOC__ ---- {| align="right" style="width:10%;" cellpadding="7" | 350px|x350px|link=https://damfailures.org/lessons-learned/concrete-gravity-dams-should-be-evaluated-to-accommodate-full-uplift/ |- |style="text-align:center; font-size:90%;"| Learn more about the need to consider uplift pressure when designing a gravity structure at [https:/...")
 
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* [[Dynamic Analysis]]
* [[Dynamic Analysis]]
==Examples==
==Examples==
{{Website Icon}} Learn more about the need to consider [https://damfailures.org/lessons-learned/concrete-gravity-dams-should-be-evaluated-to-accommodate-full-uplift/ uplift pressure (DamFailures.org)]
{{Website Icon}} [https://damfailures.org/lessons-learned/concrete-gravity-dams-should-be-evaluated-to-accommodate-full-uplift/ Learn more about the need to consider uplift pressure (DamFailures.org)]
{{Website Icon}} Learn from the critical oversights that led to the failure of [https://damfailures.org/case-study/st-francis-dam-california-1928// St. Francis Dam (DamFailures.org)]
{{Website Icon}} [https://damfailures.org/case-study/st-francis-dam-california-1928/ Learn from the critical oversights that led to the failure of St. Francis Dam (DamFailures.org)]
==Best Practices Resources==
==Best Practices Resources==
{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100)|Stability Analysis of Concrete Structures (EM 1110-2-2100) (U.S. Army Corps of Engineers)]]
{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100)|Stability Analysis of Concrete Structures (EM 1110-2-2100) (U.S. Army Corps of Engineers)]]

Revision as of 15:31, 17 September 2022