Response of full-scale piles to EPBM tunnelling in London Clay
File(s) SiP 17-P-126 simplectic version 21072017.pdf (3.07 MB) jgeot.sip17.p.126.pdf (2.06 MB)
Accepted version
Published version
Author(s)
Selemetas, D
Standing, JR
Type
Journal Article
Abstract
The installation and working test performance of four full-scale instrumented driven piles and their subsequent response to twin tunnels constructed below the pile bases are described. One pair was designed to be largely friction piles and the other pair end-bearing. Their locations relative to the new tunnels were carefully chosen to optimise understanding of pile responses at varying offsets from the centre-lines. The site conditions and the greenfield response to earth pressure balance machine tunnelling at the site were described in a companion paper that reported an expanding displacement field around the tunnels rather than the contracting fields usually observed. The field monitoring results indicated that, during construction, zones of influence existed around tunnels, where the ground and piles were subjected to different degrees and senses of relative vertical displacement. Redistributions of load along the pile lengths occurred as the tunnel boring machines approached, passed beneath and continued beyond the pile bases; lateral pile deflections and bending moments were also induced. Based on the results from this field study, implications for the capacity of existing piles (and design of new piles) subjected to tunnelling-induced movements are assessed for cases of expanding and contracting displacement fields.
Date Issued
2018-01-11
Date Acceptance
2017-06-13
Citation
Geotechnique: international journal of soil mechanics, 2018, 67 (9), pp.823-836
ISSN
0016-8505
Publisher
ICE Publishing
Start Page
823
End Page
836
Journal / Book Title
Geotechnique: international journal of soil mechanics
Volume
67
Issue
9
Copyright Statement
Published with permission by the ICE under the CC-BY license
License URL
Sponsor
Engineering & Physical Science Research Council (EPSRC)
Identifier
https://www.icevirtuallibrary.com/doi/full/10.1680/tue.63778.123
Grant Number
GR/S05663/01
Subjects
Science & Technology
Technology
Engineering, Geological
Engineering
field instrumentation
monitoring
piles & piling
soil/structure interaction
tunnels & tunnelling
FOUNDATIONS
0905 Civil Engineering
0907 Environmental Engineering
0914 Resources Engineering and Extractive Metallurgy
Geological & Geomatics Engineering
Publication Status
Published
Date Publish Online
2018-01-11
