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Behaviour of piles driven in chalk

Title: Behaviour of piles driven in chalk
Authors: Jardine, R
Buckley, R
Kontoe, S
Barbosa, P
Schroeder, F
Item Type: Conference Paper
Abstract: Driving resistance is difficult to predict in chalk strata, with both pile free-fall self-weight ‘runs’ and refusals being reported. Axial capacity is also highly uncertain after driving. This paper reviews recent research that has explored these topics. Programmes of onshore tests and novel, high-value offshore, experiments involving static, dynamic and cyclic loading are described. The key findings form the basis of the Chalk ICP-18 approach for estimating the driving resistance and axial capacity of piles driven in low-to medium-density chalk. The new approach is presented and the highly significant impact of set-up after driving is emphasised. It is shown that Chalk ICP-18 overcomes the main limitations of the industry’s current design guidelines by addressing the underlying physical mechanisms. While further tests are required to enlarge the available test database, the new approach is able to provide better predictions for tests available from suitably characterised sites. A new Joint Industry Project is outlined that extends the research to cover further axial, lateral, static and cyclic loading cases.
Issue Date: 16-Aug-2018
Date of Acceptance: 1-Aug-2018
URI: http://hdl.handle.net/10044/1/77501
DOI: 10.1680/eiccf.64072.033
ISBN: 978-0-7277-6407-2
Publisher: ICE Publishing
Journal / Book Title: Engineering in Chalk
Copyright Statement: © The Authors 2018. Published by ICE Publishing. Original article available at https://www.icevirtuallibrary.com/doi/10.1680/eiccf.64072.033. Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees.
Sponsor/Funder: Technology Strategy Board
Funder's Grant Number: 101968
Conference Name: Chalk 2018
Publication Status: Published
Start Date: 2018-09-17
Conference Place: Imperial College London
Appears in Collections:Civil and Environmental Engineering
Geotechnics
Faculty of Engineering