Oasys Alp
For the analysis of piled foundations such as monopiles, and modelling isolated single piles, Oasys Alp provides users with the ability to perform typical requirements for projects where ground conditions are uncertain, variable and complex, including where there are substantial depths to bedrock.
Inform your design of laterally loaded piles:
Oasys Alp predicts the pressures, horizontal movements, shear forces and bending moments induced in a pile when subjected to lateral loads, bending moments and imposed soil displacements.
The pile is modelled as a series of elastic beam elements.
The soil is modelled as a series of non-interactive, non-linear "Winkler type" springs.
The soil load-deflection behaviour can be modelled either assuming Elastic-Plastic behaviour, or by either specifying or generating load-deflection (i.e., P-Y) data.
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https://www.oasys-software.com/products/alp/

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