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Finite element modelling of laterally loaded piles in a stiff glacial clay till at Cowden

Abstract:

The PISA project was a combined field testing/numerical modelling study with the aim of developing improved design procedures for large diameter piles subjected to lateral loading. This paper describes the development of a three-dimensional finite element model for the medium-scale pile tests that were conducted in Cowden till as part of the PISA work. The paper places particular emphasis on the consistent interpretation of the soil data determined from the available field and laboratory info...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1680/jgeot.18.pisa.005

Authors


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Institution:
University of Oxford
Department:
Engineering Science
Role:
Author
Publisher:
Thomas Telford
Journal:
Géotechnique More from this journal
Volume:
70
Issue:
11
Pages:
999-1013
Publication date:
2019-07-19
Acceptance date:
2018-12-10
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
Keywords:
Pubs id:
pubs:955447
UUID:
uuid:8b08c674-8715-4361-9195-49b3c26086c0
Local pid:
pubs:955447
Source identifiers:
955447
Deposit date:
2019-01-02

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