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Piles 

GEO5

Geotechnical software

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Settlement – nonlinear loading curve (Masopust)

The "Settlement" frame serves to display the pile loading curve. More analyses can be performed in the frame.

The combo list serves to choose the type of loading (design, service). Next, it is possible to enter the coefficient of influence of pile shaft. The loading curve analysis is always performed up to the limit settlement of 25 mm.

The analysis is performed according to the selected theory of settlement analysis (nonlinear). The analysis theory is selected in the frame "Analysis methods". The table in the bottom part of the frame directly allows with the help of the mouse for editing the defined parameters. Buttons "Edit a, b", "Edit e, f" and "Edit Es" open dialog windows with a help section for entered parameters of regression coefficients and secant deformation modulus. Pressing the "OK" button in a particular window stores the inputted parameters for a given layer into the table. 

The analysis results are displayed in the right part of the desktop. The "In detail" button opens the dialog window containing detailed listing of the verification results.

The analysis results (loading curve) are displayed in the right part of the desktop. Visualization of the results can be adjusted in the "Visualization style settings" dialog window.

Frame "Settlement" - nonlinear loading curve (Masopust)Frame "Settlement" - nonlinear loading curve (Masopust)




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