Pile Foundations - PULL2B

Authors:
Harry Poulos


This program computes the deflection, rotation, moment and pressure distribution along a single pile subjected to lateral load and moment at the pile head. The soil is assumed to be an elastic material but allowance is made for local yielding of the soil adjacent to the pile. The pile properties are assumed constant but the distribution of Young's modulus of the soil can be non-uniform, as can the specified limiting soil pressure.