ASDSO Dam Safety Toolbox

Stability Analysis of Concrete Structures (EM 1110-2-2100)

From ASDSO Dam Safety Toolbox
Revision as of 17:30, 22 July 2022 by Camrenbt (talk | contribs) (Created page with "{{References Template |author= <!-- Add author/publisher below--> United States Army Corps of Engineers |date= <!-- Add publication year --> 2005 |picture= <!--create a file below in format File:example.png, then add picture to that file--> File:EM 1110-2-2100.jpg |link= <!-- Add Url to document below (To retrieve URL from a pdf, add document as a pdf file and copy link address from its page--> https://3.238.206.13/images/8/85/EM_1110-2-2100.pdf |abstract= <!--...")
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to: navigation, search

United States Army Corps of Engineers, 2005


This manual provides guidance for stability analysis of concrete gravity structures. Stability refers to resistance to sliding and floatation, limits on the eccentricity of the resultant of the applied loads, and limits on the bearing capacity of the foundation materials. This manual applies to all types of structures founded on rock or soil, such as: dams, outlet works, navigation locks, floodwalls, and pumping stations. This manual is not applicable to piles or caissons, or to structures founded on these elements.


Document Download:

2005 (current)


Errata/Special Notes:

None



Revision ID: 1936
Revision Date: 07/22/2022

Retrieved from "https://damtoolbox.org/index.php?title=Stability_Analysis_of_Concrete_Structures_(EM_1110-2-2100)&oldid=1936"