Limit equilibrium analysis examples
Limit equilibrium is an analysis methods where limit state conditions are assumed. For excavations and earth retaining structures this usually means that earth pressures are assumed on both the retained and excavated sides. These pressures may represent a failure state such as active or passive lateral earth pressures, or an assumed redistribution such as diagrams by Peck or FHWA.
The retaining wall is then analyzed to provide moment and force equilibrium, when possible. Support reactions are also calculated, typically by using the tributary area method.
The following examples demonstrate some of the limit equilibrium analysis methods included in DeepEX.
Analysis with Active Earth Pressures Example
Peck Apparent Pressures Example
Passive Earth Pressures Example
Wall Types in DeepEX
Soldier pile and lagging walls
Secant and tangent pile walls
Sheet pile and box sheet pile walls
Diaphragm (slurry) walls
Soldier pile and tremied concrete (SPTC) walls
Combined sheet pile walls
Create unlimited wall sections in each project
Check quickly different options
Extensive international databases of steel beams and steel sheets
Simple wall section assignment procedure
Manage all properties througn user-friendly dialogs
Support Types in DeepEX
Ground anchors (Tieback supports)
Struts
Slabs
Rakers
Fixed supports
Springs
Walers
Add waler beams to supports
Add passive heelblocks to rakers
Graphically add supports
Manage support properties through user-friendly dialogs
Select support steel sections from implemented lists
Optimize supports
External Loads in DeepEX
Linear loads and surcharges on ground surface
Linear loads and surcharges on the walls
Prescribed conditions on the walls
External moments on the walls
3D loads (3D surface loads, buildings, footings)
Graphically add loads
Manage load properties from user-friendly dialogs
Elastic load equations
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Dialogs can be accessed with voice orders
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