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Title: Early detection of first-time slope failures using acoustic emission measurements: large-scale physical modelling
Authors: Smith, Alister
Dixon, Neil
Fowmes, Gary John
Keywords: Deformation
Field instrumentation
Issue Date: 2017
Publisher: © The Authors. Published by ICE
Citation: SMITH, A., DIXON, N. and FOWMES, G.J., 2017. Early detection of first-time slope failures using acoustic emission measurements: large-scale physical modelling. Géotechnique, 67(2), pp.138-152.
Abstract: Early warning systems for slope instability need to alert users of accelerating slope deformation behaviour to enable safety-critical decisions to be made. This study shows that acoustic emission (AE) monitoring of active waveguides (i.e. a steel tube with a granular backfill surround installed through a slope) can both detect shear surface development and quantify increasing rates of movement during slope failure, thereby providing an early detection of slope instability. A large-scale physical model was designed and built to simulate slope failures on elements of soil, through which full-scale active waveguides were installed. A shear surface develops in each test and the sliding mass accelerates during failure, reaching velocities greater than 300 mm/hr and shear deformations of 50 mm. Continuous measurements were obtained to examine the behaviour of active waveguides subjected to first-time slope failure dynamics (i.e. development of new shear surfaces and accelerating deformation behaviour). Comparisons with continuous subsurface deformation measurements show that AE detection began during shear surface formation, and AE rates increased proportionally with displacement rates as failure occurred. Empirical AE rate-slope velocity relationships are presented for three granular backfill types, which demonstrate that generic AE rate-slope velocity relationships can be obtained for groups of backfill types; these relationships allow displacement rates to be quantified from measured AE rates to provide early detection of slope instability.
Description: This is an Open Access Article. It is published by ICE under the Creative Commons Attribution 4.0 Unported Licence (CC BY). Full details of this licence are available at: http://creativecommons.org/licenses/by/4.0/
Sponsor: This paper was supported by the Engineering and Physical Sciences Research Council (EP/H007261/1, EP/D035325).
Version: Published
URI: https://dspace.lboro.ac.uk/2134/22070
Publisher Link: http://dx.doi.org/10.1680/jgeot.15.P.200
ISSN: 0016-8505
Appears in Collections:Published Articles (Architecture, Building and Civil Engineering)

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