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Geocentrix Repute - Non-linear pile group analysis

Repute vs DEFPIG

Feature Program
DEFPIG Repute
Latest version (date) 1.6 (1990) 1.0 (2002)
Engineering features
Method of analysis Simplified Boundary Element Method Boundary Element Method
Group effects solution Interaction factors Continuum-based
Maximum no of piles (x elements) analysed 36
(x 26 vertical/50 horizontal)
100 (x 50)
Multi-layered soil profile/Gibson soil /
3-dimensional loading
Non-linear soil model hyperbolic
Allows general (asymmetric) pile layout
Piles with different lengths/moduli in group / /
Independent axial and lateral pile moduli
Flexible pile cap/effective pile cap contact* / /
Pile head pinned/rigidly connected to cap / /
Rigid layer below pile toe
Usability features
Operating system DOS Windows 9x/NT4/2000/XP
User interface Command-line Notebook-style
Validation of date on input/calculation / /
Graphical display of results
HTML/XML reports using internal/external browser
*Both programs provide rigid pile cap/non-effective pile cap contact
 

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