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EM 1110-2-1902 Slope Stability
By US Army Corps of Engineers
205 pages 2003

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This book is included in the Self Reliance Water & Wells section.

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Engineering & Design
Slope Stability
1. Purpose. 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.		

2. Applicability. This EM is applicable to all USACE elements and field operating activities having responsibility for 
analyzing stability of slopes.
	
3. Distribution Statement. This publication is approved for public release; distribution is unlimited.

4. Scope of the Manual. This manual is intended to guide design and construction engineer, rather than to 
specify rigid procedures to be followed in connection with a particular project.

FOR THE COMMANDER:
	Michael J. Walsh
	Colonel, Corps of Engineers,
	Chief of Staff

CONTENTS
Chapter 1 Introduction
	Purpose and Scope 
	Applicability 
	References
	Notation and Glossary
	Basic Design Considerations 
	Stability Analysis and Design Procedure
	Unsatisfactory Slope Performance

Chapter 2 Design Considerations
	Introduction
	Aspects Applicable to all Load Conditions
	Analyses of Stability during Construction and at the End of Construction 
	Analyses of Steady-State Seepage Conditions
	Analyses of Sudden Drawdown Stability 
	Analyses of Stability during Earthquakes

Chapter 3 Design Criteria 
	General
	New Embankment Dams 
	Existing Embankment Dams
	Other Slopes

Chapter 4 Calculations and Presentations
	Analysis Methods
	Verification of Computer Analyses and Results
	Presentation of the Analysis and Results 

Appendix A References
Appendix B Notation
Appendix C Stability Analysis Procedures – Theory and Limitations
Appendix D Shear Strength Characterization
Appendix E Chart Solutions for Embankment Slopes
Appendix F Example Problems and Calculations
Appendix G Procedures and Examples for Rapid Drawdown

End of Preview.

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