posted on 2008-09-08, 08:34authored byRobert D. Evans, Matthew FrostMatthew Frost, Martyn Stonecliffe-Jones, Neil Dixon
Although ground-penetrating radar (GPR) technology has
existed for many decades, it has only been in the last 15 to
20 years that it has undergone great development and is
now a commonly used non-destructive technique to assess
layer thicknesses and material condition of trunk road
pavement structures. Intrusive investigations provide
vital additional information, but are often costly and
time-consuming, and have the limitation that only data
at discrete points are obtained. The nature of urban sites
means that ground conditions are highly variable, and
urban pavements are often subject to much maintenance
and reconstruction. This can result in roads containing
several pavement types or layers of materials of differing
age and condition, often overlying discrete buried objects,
services or structures. Other site-specific factors can also
affect the quality of data obtained. However, it is possible
to tailor a GPR survey to optimise data by adjusting the
investigation methodology. Using an example of a recent
urban pavement investigation, this paper shows how the
use of detailed and extensive GPR data collection can be
used to target concurrent invasive investigations to
optimise the analysis of variable urban pavement
structures and hence focus maintenance treatments
and methodologies.
History
School
Architecture, Building and Civil Engineering
Citation
EVANS, R.D. ... et al, 2006. Ground-penetrating radar investigations for urban roads. Proceedings of ICE, Municipal Engineer, 159 (2), pp 105-111 [DOI: 10.1680/muen.2006.159.2.105]