Static and dynamic lateral load tests were carried out on model aluminium single piles
embedded in soft clay to study its bending behaviour. Model aluminium piles with length to …

The behaviour of single piles under lateral dynamic loading is critical, and has been an
important field of research since the 1950s. Many analytical or semi-analytical linear and …

Piled raft foundations have been recognized as the most economical foundation systems,
able to deal with heavy structural loads, as the bearing capacity of both the raft and pile …

Dynamic experiments were carried out on instrumented model aluminium single piles
embedded in clay of different consistencies to study its bending behaviour under lateral …

Pile foundations are frequently used in very loose and weak deposits, in particular soft
marine clays deposits to support various industrial structures, power plants, petrochemical …

The primary idea of using deep foundations was brought up, in order to control overall and
differential settlement of foundation under heavy structural loads. However, gradually by …

This paper presents an elastic continuum model using an extended nonlinear Davies and
Budhu equations, which enables the nonlinear behavior of the soil around the long elastic …

The determination of dynamic characteristics of soil-pile system by full-scale lateral dynamic
pile load testing is an important aspect in the design of pile foundations subjected to …

This paper describes a fundamental experimental study on the vertical, horizontal, and
rocking dynamic behavior of single pile foundations in granular soils. Aimed at generating …

This study presents the results of full scale field tests on single free head piles embedded in
Auckland residual clay. Four hollow steel pipe piles, each with an outside diameter of 273 …