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Pile analysis calculates the vertical load carrying capacities and vertical settlements of a range of individual piles in a layered soil deposit. The theory is based on both conventional and new methods for drained (frictional) and undrained (cohesive) soils. Capacity can be calculated for a range of sections with under-ream. Settlements are calculated for solid circular sections without under-ream.
-Accurate simulation of problems with wide range of capabilities for piles
-Quick method of analysis
-Extensive output capabilities