Geotechnical projects typically achieve load transfer to the ground using shallow or deep foundations. The conventional design approach does not provide for the combination of these two types of foundation. The piled raft philosophy allows the association of the soil elements, raft, and piles to obtain technical and economic advantages over conventional design. The city of Joao Pessoa, in northeastern Brazil, has developed foundation practices with hollow auger piles in piled raft design. The coastal area of the city has topsoil layers with favorable conditions for using such a technique. This paper addresses the results of a research project with instrumented load tests on foundation systems of hollow auger piles and a piled raft. The analysis is based on the load–settlement curve through extrapolation criteria. The Poulos–Davis–Randolph (PDR) method is applied according to a trilinear and hyperbolic approach to simulate the load–settlement curve of piled rafts. The results indicate that the raft absorbs...
[1]
M. Randolph.
Design methods for pile groups and piled rafts
,
1994
.
[2]
M Bustamante,et al.
THE BEARING CAPACITY OF A PILE
,
1980
.
[3]
Mark Randolph,et al.
Centrifuge modelling to investigate the performance of piled rafts
,
2003
.
[4]
Harry G. Poulos,et al.
Piled raft foundations: design and applications
,
2001
.
[5]
Luca de Sanctis,et al.
Bearing Capacity of Piled Rafts on Soft Clay Soils
,
2006
.
[6]
Harry G. Poulos,et al.
Pile foundation analysis and design
,
1980
.
[7]
A. Vesić.
Experiments with Instrumented Pile Groups in Sand
,
1969
.
[8]
K. Terzaghi,et al.
Soil mechanics in engineering practice
,
1948
.