The" Red Book" presents a background to conventional foundation analysis and design. The
text is not intended to replace the much more comprehensive'standard'textbooks, but rather …

Prediction is one of the core activities in geotechnical engineering. Because of our limited
knowledge of ground conditions and the imperfection of predictive models, the resulting …

Large diameter, short monopiles are the preferred foundation type for offshore wind turbines.
These piles demonstrate a rigid response with significant rotation of the pile base under …

The Engineering of Foundations, Slopes and Retaining Structures rigorously covers the
construction, analysis, and design of shallow and deep foundations, as well as retaining …

This manual provides guidance on how to use the cone penetration test (CPT) for site
investigation and foundation design. The manual has been organized into three volumes …

This chapter presents a survey of performance databases and the effectiveness of prediction
models in matching field measurements in these databases based on three significant …

Schmertmann's method is one of the traditional methods for estimating the settlement of
axially loaded footings in sand using cone penetration test (CPT) data. The method was …

In this study, reliability-based design of vertically-loaded shallow foundations on
cohesionless soil at the serviceability limit state is addressed and related to cone …

This article focuses on the statistical characterisation and stochastic modelling of the load-
displacement behaviour of shallow footings on cohesionless soils and on the probabilistic …

This paper describes an international exercise aimed at assessing the geotechnical
engineering profession's ability to predict the response of shallow foundations on soft clay …