Linear Theory (Poulos)
Analysis of the load-settlement curve of E and by the Poisson's ratio ν. This method allows the construction of the load-settlement curve for (single pile, pile group).or is based on the solution described in the book Pile Foundations Analysis and Design (H. G. Poulos et. E. H. Davis, 1980) and is based on the theory of elasticity and modifications attributed to in-situ measurements. Foundation soil is therefore characterized by the modulus of elasticity
The basic input parameters of the analysis are pile base bearing capacity Rbu and pile skin bearing capacity Rsu. Ultimate bearing capacity of pile foundation, respectively ultimate load is given by equation Pu = Rsu + Rbu. These values are obtained by the program from the analysis of vertical bearing capacity of or and it depends on the selected method of analysis. All partial factors of the analysis are assumed equal to 1.0 so that the resulting resistance is greater than the one obtained from actual bearing capacity analysis.
During the analysis of settlement ofor according to Poulos method (1980) program don't consider influence of additional compression of the pile shaft - that is why displacement of pile material is neglected.
Constructing of load-settlement curve of pile foundation according to Poulos method
Poulos, H. G. et. Davis, E. H.: Pile Foundations Analysis and Design. New York: John Wiley and Sons, 1980, chapter 5, pp. 71 - 108.