ASDSO Dam Safety Toolbox

Gravity Dam Design (EM 1110-2-2200): Difference between revisions

From ASDSO Dam Safety Toolbox
Jump to: navigation, search
(Created page with "{{References Template |author= <!-- Add author/publisher below--> United States Army Corps of Engineers |date= <!-- Add publication year --> 1995 |picture= <!--create a file below in format File:example.png, then add picture to that file--> File:EM 1110-2-2200.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/a/af/EM_1110-2-2200.pdf |abstract= <!--...")
 
No edit summary
Line 15: Line 15:
|link=  
|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-->
<!-- 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/a/af/EM_1110-2-2200.pdf
https://damsafetytoolbox.org/images/a/af/EM_1110-2-2200.pdf


|abstract=  
|abstract=  

Revision as of 20:12, 13 December 2022

United States Army Corps of Engineers, 1995



The purpose of this manual is to provide technical criteria and guidance for the planning and design of concrete gravity dams for civil works projects.

This manual presents analysis and design guidance for concrete gravity dams. Conventional concrete and roller compacted concrete are both addressed. Curved gravity dams designed for arch action and other types of concrete gravity dams are not covered in this manual. For structures consisting of a section of concrete gravity dam within an embankment dam, the concrete section will be designed in accordance with this manual.


Document Download:

1995 (current)


Errata/Special Notes:

None



Revision ID: 5346
Revision Date: 12/13/2022