Slope Stability: Difference between revisions
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[[Stability]] of the upstream and downstream slopes of an earth embankment dam is essential to the dam’s safe [[operation]]. Unsatisfactory slope performance includes the following categories of slope movement: shear failure, surface sloughing, excessive deformation, liquefaction, and any other types of slope movements <ref name="Slope Stability">[[Slope Stability (EM 1110-2-1902)| Slope Stability (EM 1110-2-1902), USACE, 2003]]</ref>. Slope movements that do not cause an immediate failure of the dam can require significant maintenance, and if left unrepaired, can lead to an eventual failure. Proper analysis and design of the embankment slopes, coupled with close monitoring and prompt maintenance or repairs to any moved sections of the slope(s) are key to preventing failure or a major incident from occurring. | [[Stability]] of the upstream and downstream slopes of an earth embankment dam is essential to the dam’s safe [[operation]]. Unsatisfactory slope performance includes the following categories of slope movement: shear failure, surface sloughing, excessive deformation, liquefaction, and any other types of slope movements <ref name="Slope Stability">[[Slope Stability (EM 1110-2-1902)| Slope Stability (EM 1110-2-1902), USACE, 2003]]</ref>. Slope movements that do not cause an immediate failure of the dam can require significant maintenance, and if left unrepaired, can lead to an eventual failure. Proper analysis and design of the embankment slopes, coupled with close monitoring and prompt maintenance or repairs to any moved sections of the slope(s) are key to preventing failure or a major incident from occurring. | ||
“Evaluation of slope stability requires establishing the conditions, called ‘design conditions’ or ‘[[Loading Conditions|loading conditions]],’ to which the slope may be subjected during its life, and performing analyses of stability for each of these conditions. There are four design conditions that must be considered for dams: | |||
#[[Stability During and at the End of Construction|during and at the end of construction]], | |||
#[[Stability During Steady State Seepage Conditions|steady state seepage]], | |||
#[[Stability During Sudden Drawdown|sudden drawdown]], and | |||
#[[Stability During an Earthquake|earthquake loading]]. | |||
"The first three conditions are static; the fourth involves dynamic loading”.<ref name="Slope Stability" /> | |||
“The stability of dams and slopes must be evaluated utilizing pertinent geologic information and information regarding in situ [[engineering]] properties of soil and rock materials. The geologic information and site characteristics that should be considered include: | “The stability of dams and slopes must be evaluated utilizing pertinent geologic information and information regarding in situ [[engineering]] properties of soil and rock materials. The geologic information and site characteristics that should be considered include: | ||
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#"slickensides; | #"slickensides; | ||
#"field evidence relating to slides, earthquake activity, movement along existing faults, and tension jointing”.<ref name="Slope Stability"/></br></br> | #"field evidence relating to slides, earthquake activity, movement along existing faults, and tension jointing”.<ref name="Slope Stability"/></br></br> | ||
==Examples== | ==Examples== | ||
Revision as of 20:58, 15 March 2023
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| Example of a slope stability analysis. (Wikipedia) |
Stability of the upstream and downstream slopes of an earth embankment dam is essential to the dam’s safe operation. Unsatisfactory slope performance includes the following categories of slope movement: shear failure, surface sloughing, excessive deformation, liquefaction, and any other types of slope movements [1]. Slope movements that do not cause an immediate failure of the dam can require significant maintenance, and if left unrepaired, can lead to an eventual failure. Proper analysis and design of the embankment slopes, coupled with close monitoring and prompt maintenance or repairs to any moved sections of the slope(s) are key to preventing failure or a major incident from occurring.
“Evaluation of slope stability requires establishing the conditions, called ‘design conditions’ or ‘loading conditions,’ to which the slope may be subjected during its life, and performing analyses of stability for each of these conditions. There are four design conditions that must be considered for dams:
- during and at the end of construction,
- steady state seepage,
- sudden drawdown, and
- earthquake loading.
"The first three conditions are static; the fourth involves dynamic loading”.[1]
“The stability of dams and slopes must be evaluated utilizing pertinent geologic information and information regarding in situ engineering properties of soil and rock materials. The geologic information and site characteristics that should be considered include:
- "groundwater and seepage conditions;
- "lithology, stratigraphy, and geologic details disclosed by borings and geologic interpretations;
- "maximum past overburden at the site as deduced from geologic evidence;
- "structure, including bedding, folding, and faulting;
- "alteration of materials by faulting;
- "joints and joint systems;
- "weathering;
- "cementation;
- "slickensides;
- "field evidence relating to slides, earthquake activity, movement along existing faults, and tension jointing”.[1]
Examples
Learn more about the need for stable slopes at earth and rockfill dams (DamFailures.org)
Best Practices Resources
Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019
Design Standards No. 13: Embankment Dams (Ch. 4: Static Stability Analysis), USBR, 2011
Slope Stability (EM 1110-2-1902), USACE, 2003
Trainings
On-Demand Webinar: Strength Selection for Static Slope Stability Analysis
On-Demand Webinar: Seismic Stability Evaluation of Earth Dams
Technical Seminar: Stability Analysis of Embankment Dams
Citations:
Revision ID: 6627
Revision Date: 03/15/2023