Analysis Features
Layered Soil
Desired number of layers can be defined. The layers can be analyzed by the method of the effective or total stress. At-rest case can be considered. Soil cohesion, adhesion, wall-soil friction angle can be considered..
Water Effect
The water can be defined in front of wall or behind the wall. Tensile crack and up-lift control can be take into account. Flotation control can be done.
Stability Analysis
Sliding, overturning, ground bearing capacity, global stability analysis can be done for static and dynamic case. Settlement and rotation angle calculation can be done.
Surcharge loads
The desired number of surcharge loads can be defined (Uniform, strip,line,trepezoidal, ramp, triangular and point)
Different Geometry
Modelling of different geometric shapes. For example L, Reverse L and T , relief shelves, base key, base anchorage etc.
Wall Type
The wall can be modeled as Cantilever or Gravity
Base AnchorageBase anchorage can be considered. |
Ultimate Bearing Capacity CalculationUltimate bearing capacity of soil and admissible ground stress calculation can be done according to Terzaghi, Hansen, Skempton, Mayerhof or Vesic methods. |
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Soil Classes LibraryInformation of 24 different soil classes can be displayed according to ASTM D 2487 USCS. User can find soil classes according known parameters |
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Wall Weight due to EarthqaukeThe stem weight due to earthquake can be considered. User can define multiplication factor. |
Base KeyBase key can be considered. The force on the base key can be calculate two different ways according to user choice. |
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At-Rest CaseAt-Rest case can be considered. At-rest can be done by using different methods |
Passive EffectPassive effect can be considered. |
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Dynamic AnalysisSeismic coefficients can automatically calculate according to Turkish or Indian code. User can also manually enter. |
Different EarthPressure CoefficientsUser can make earth pressure coefficient calculation by using different methods
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