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GEO5

Stromeček
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Bearing Capacity

The "Bearing capacity" frame displays the analysis of foundation soil bearing capacity result. The stress in the footing bottom (assumed constant) is derived from all verifications performed in the frame "Verification". The program "Spread footing" then considers all verifications as load cases.

The frame contains following analysis options:

  • Insert bearing capacity of foundation soil

The foundation soil bearing capacity is input. The eccentricity and bearing capacity analysis results are displayed in the right part of the frame. The "In detail" button opens a dialog window that displays detailed listing of the results.

  • Analyse bearing capacity by program "Spread footing"

Pressing the "Run program Spread footing" button opens the program "Spread footing" which allows to calculate the soil bearing capacity or settlement and rotation of the footing. Pressing the "OK" button leaves the analysis mode - the results and all plots are transferred into the program "Gravity wall". The "Spread footing" program must be installed for the button to be active. Overall length of wall foundation is input.

  • Analyse bearing capacity by program "Pile"

The procedure is identical as if calculating soil bearing capacity by the "Spread footing" program. The "Run program Pile" is available if the wall has pile foundation (frame "Foundation"). Pile spacing s is input.

  • Analyse bearing capacity by program "Pile group"

The procedure is identical as if calculating soil bearing capacity by the "Spread footing" program. The "Run program Pile group" is available if the wall has pile foundation with more then one pile (frame "Foundation"). Pile spacing s, overall number of pile rows n and loading length l are input.

  • Do not calculate (pile footing)

The foundation soil bearing capacity is not calculated.

Visualization of results can be adjusted in the frame "Drawing Settings".

Frame "Bearing capacity"