Category Piles (lateral loading and groups)
Publisher  Unisoft Ltd 
Platform Win3x
Status Commercial
Description UNIPILE determines pile capacity, settlement and dragload due to negative skin friction for piles and pile groups. Analysis methods: effective stress, total stress, lambda method in multilayered soils. Pore pressure models: hydrostatic or an array of pore pressure gradients. Pile types: driven, drilled, single, groups, straight shafted, uniform taper, step taper, square, rectangular, hexagonal, octagonal, round or H-section. Settlement analysis method for any layer: Cc-eo, E-modulus or tangent modulus. Model cut and filling associated with pile groups. Output: capacity and distribution of shaft and toe resistances, direct input into GRLWEAP, determine distribution of residual load in the pile, calculate load in pile at any location. Plots: load distribution, effective stress distribution, settlement distribution, in tabular or graphic form. 'What if' capability for sensitivity analysis. English or SI units. A free demo/educational version can be downloaded from the WWW.
Cost US Dollars 620
Data formats supported None stated
Supplier in Canada  Unisoft Ltd 

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