This paper discusses the application of theory to the analysis of pile foundation behaviour
under axial loading. A classification system is suggested for pile analysis and design …

The mechanical behaviour of an energy pile in saturated clay under thermo-mechanical
loading was studied using a model pile. Axial load was first applied to the pile head in steps …

This book provides a comprehensive guide for the analysis and design of anchor systems
used for mooring offshore floating structures. Much of the experience is based on …

Driven piles normally generate excess pore pressures in the surrounding soil. Dissipation of
the pore pressures following driving is predicted currently by available elastic theory …

The process and characteristics of loading on high-speed railway bridge pile foundation
were firstly obtained by means of field research and analysis, and the corresponding loading …

The present study predicts the long-term settlement behavior of pile groups using two
different viscoelastic soil models, a linear five-parameter model (a Hookean spring element …

Viscoelastic or creep behaviour can have a significant influence on the load transfer (t–z)
response at the pile–soil interface, and thus on the pile load settlement relationship. Many …

The settlement of piles in soft soil can last for several decades because of the creep or
viscoelastic behavior of soft soil around the pile. This paper proposes nonlinear viscoelastic …

This paper proposes a semianalytical solution to analyze the long-term settlement of a
single pile embedded in fractional derivative viscoelastic soils under time-dependent …

This paper presents the analysis of creep settlement of pile groups for line pile groups,
square pile groups, and rectangular pile groups undergoing creep settlements over a period …