An approximate approach has been proposed for the analysis of nonlinear responses of
vertically loaded pile groups. The nonlinear pile-soil-pile interaction is modeled by …

Although the design concept based on the idea of limiting the settlement of footings by
settlement-reducing piles is gaining more and more support, there have been very few …

In structures to support large vertical and horizontal loads, piles are usually used in the form
of closely spaced group. The piles in a group are not only affected by their individual loads …

In a group of installed piles, the stresses applied from one pile to soil may have overlaps
with another pile which leads to the changes in bearing capacity and settlement of each …

Settlement of and load distribution in pile groups under vertical and centered static loads are
analyzed. The analytical method incorporates the fact that shaft-load over point-load ratios …

The aim of the study presented in this thesis is to create a model that takes into account the
interaction between piles for the analysis of pile groups embedded in a linear elastic …

UM MODELO COMPUTACIONAL DE ANÁLISE DA INTERAÇÃO ESTRUTURA - MACIÇO DE
SOLOS EM EDIFÍCIOS Page 1 UM MODELO COMPUTACIONAL DE ANÁLISE DA INTERAÇÃO …

A FORTRAN-77 micro-computer program to predict pile group settlements is presented. The
program incorporates concepts described in a recent publication (JM Polo and JLM …

A simple model incorporating the contribution of base resistance to the lateral response of
rigid piers is reviewed. The general applicability of the model and the importance of …

Although the design concept based on the idea of limiting the settlement of footings by
settlement-reducing piles is gaining more and more support, there have been very few …