![](https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjNAEVmVuuhe2oHI63W1Kem8e9gyiObMhHXSWv61LKoHz6cJO-XxBWl-HYBWvLIyWfYWJw-fBQfgJdGUdr0HcuxjKAVuSC-Pey-V9jwmzwdJ6R0jzQNzKiV70CYc7C81VOqoC74ItqQa1d_/s1600/oasys-pile-screenshot.jpg)
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.
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