Oasys Pile v19.5.25 | 32 Mb Pile 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. Settlements are calculated for solid circular sections without under-ream.
Pile's Key Benefits:
Pile is a quick and simple method of determining both pile load capacity as well as its settlement and the surrounding ground displacement.
Pile can be used to perform EC7 calculations. U.K. National Annex is supported.
Pile can be used to evaluate settlements arising from thermal and cyclic loads.
Load carrying capacty calculations using static formula from IS 2911 are supported.
Problems are quick to set up and results are easy to find using the gateway window.
Results can be exported for post-processing.