ASDSO Dam Safety Toolbox

Slope Stability (EM 1110-2-1902): Difference between revisions

From ASDSO Dam Safety Toolbox
Jump to: navigation, search
(Created page with "{{References Template |author= <!-- Add author/publisher below--> U.S. Army Corps or Engineers |date= <!-- Add publication year --> 2003 |picture= <!--create a file below in format File:example.png, then add picture to that file--> File:Slope stability.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://www.hsdl.org/?view&did=757389 |abstract= <!-- Add document summary--...")
 
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://www.hsdl.org/?view&did=757389
https://3.238.206.13/images/8/83/Slope_Stability_Document.pdf


|abstract=  
|abstract=  
Line 23: Line 23:
|versions=  
|versions=  
<!-- Add years (and links if available) of previous versions below. To add a link use the format [link.com 2004] -->
<!-- Add years (and links if available) of previous versions below. To add a link use the format [link.com 2004] -->
Year1</br>
Year2


|errata=  
|errata=  
Line 30: Line 28:
None
None
}}
}}
[[File:Slope Stability Document.pdf]]

Revision as of 16:39, 14 June 2022

U.S. Army Corps or Engineers, 2003



This engineer manual (EM) provides guidance for analyzing the static stability of slopes of earth and rock-fill dams, slopes of other types of embankments, excavated slopes, and natural slopes in soil and soft rock. Methods for analysis of slope stability are described and are illustrated by examples in the appendixes. Criteria are presented for strength tests, analysis conditions, and factors of safety. The criteria in this EM are to be used with methods of stability analysis that satisfy all conditions of equilibrium. Methods that do not satisfy all conditions of equilibrium may involve significant inaccuracies and should be used only under the restricted conditions described herein.


Document Download:

2003 (current)


Errata/Special Notes:

None



Revision ID: 1094
Revision Date: 06/14/2022