The DINGO database of axial pile–load tests for the United Kingdom: Determination of ultimate load

Manar M Othman, Elia Voyagaki, Jamie J. Crispin, Konstantina Ntassiou, Charlotte Gilder, Flavia De Luca, George Mylonakis, Paul J Vardanega

Research output: Chapter in Book/Report/Conference proceedingChapter in a book

2 Citations (Scopus)
16 Downloads (Pure)

Abstract

Databases containing pile information are widely used to assess the reliability of design and performance prediction methods. The DINGO database of test piles installed in UK soils contains over 500 records collected from both literature and industry sources. This chapter details the collation of the database and details on the distribution of the test piles and previous analyses that have been undertaken. In this work, the DINGO database is used to assess the reliability and usability of eight methods for interpreting the ultimate pile capacity from filed test load–settlement information. The methods include mathematical model approaches, graphical estimations, and settlement limits. Higher ultimate loads were interpreted using the Chin method while lower ultimate loads were calculated using the DeBeer method. Finally, the average factor of safety for the pile tests used in this study was calculated to be 2.63 across all eight methods, with 26.6 and 1.05 being maximum and minimum values, respectively.
Original languageEnglish
Title of host publicationDatabases for Data-Centric Geotechnics
Subtitle of host publicationGeotechnical Structures
EditorsChong Tang, Kok-Kwang Phoon
Place of PublicationBoca Raton
PublisherCRC Press (Taylor & Francis Group)
Chapter10
Pages406-449
Number of pages44
Edition1st
ISBN (Electronic)9781003441960
ISBN (Print)9781032579108
DOIs
Publication statusPublished - 2025

Publication series

NameChallenges in Geotechnical and Rock Engineering
PublisherRoutledge
ISSN (Print)2997-4925
ISSN (Electronic)2997-4917

Bibliographical note

Publisher Copyright:
© 2025 selection and editorial matter, Chong Tang and Kok-Kwang Phoon; individual chapters, the contributors.

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