The calculated response from a numerical model will deviate from the measured one given
the presence of modelling idealizations and real world construction effects. This deviation …

Design practice in offshore geotechnical engineering has grown out of onshore practice, but
the two application areas have tended to diverge over the last thirty years, driven partly by …

Prediction of ultimate pile bearing capacity with the aid of field experimental results through
artificial intelligence (AI) techniques is one of the most significant and complicated problem …

The paper considers the current state of the art for estimating the pull-out capacity of driven
open-ended piles used to support wind turbine foundations founded on sand. The latest …

This book provides a comprehensive guide to the design of foundations for tall buildings.
After a general review of the characteristics of tall buildings, various foundation options are …

Innovative monopile-wheel hybrid foundations are proposed to enhance the lateral load and
moment capacities of monopile for offshore wind systems. This paper presents a …

This paper presents a computationally efficient model for vibratory pile installation. A semi-
analytical finite element (SAFE) model for thin cylindrical shells is derived to represent the …

Model Uncertainties in Foundation Design is unique in the compilation of the largest and the
most diverse load test databases to date, covering many foundation types (shallow …

Offshore and land-based structures represent large capital investments. They are designed
to withstand various types of environmental loads such as earthquakes, winds, ocean …

This paper presents a new method for estimating the base capacity of open-ended steel
pipe piles in sand, a difficult problem involving great uncertainty in pile foundation design …