This paper presents the first full-scale demonstration of the potential use of pipe/soil
interaction-generated acoustic emission (AE) for early detection of buried pipe
deformation. Full-scale tests were performed at the buried infrastructure research facility at
Queen's University, Canada, using a split-box apparatus to impose differential ground
motion on a steel pipe buried in dry sand, and to investigate the influence of stress level
and patterns of deformation on AE generation. The pipe was instrumented with AE
sensors, strain gauges, fibre optic strain sensing and linear potentiometers, and surface
deformation was measured using an automatic total station. AE measurements were used
to interpret the evolution of the pipe/soil interaction behaviour. AE activity correlated
strongly (R2
from 0.83 to 0.99) with both the rate and magnitude of pipe deformation at
different burial depths, and quantified relationships are presented that enable interpretation
of pipe/soil interaction behavior from AE measurements.
Funding
UK Engineering and Physical Sciences Research Council Fellowship grant (Listening to Infrastructure, EP/P012493/1).
History
School
Architecture, Building and Civil Engineering
Published in
Journal of Geotechnical and Geoenvironmental Engineering
This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/(ASCE)GT.1943-5606.0002185