A Case of 3-D Small Pile Group Modeling in Stiff Clay Under Vertical Loading

A.C. Freitas, B.R. Danziger, M.P. Pacheco

Article

Soils and Rocks, São Paulo, 38(1): 67-79, January-April, 2015 | PDF


Abstract

The behavior of experimental pile groups is simulated by 3-D finite element modeling in this paper. The modeled results are compared to small-scale tests in a row of three closely spaced piles in the London clay. The tests aimed at investigating soil-pile-cap interaction and pile-group effect. It is shown that 3-D FE modeling can be regarded as an appropriate tool to predict settlements and load-transfer mechanisms in pile groups under working conditions, with a satisfactory match between simulated and measured results.


Submitted on June 9, 2014; Final Acceptance on April 21, 2015; Discussion open until December 31, 2015.