Transport infrastructure
Airports
Fugro Aperio undertakes geophysical and non destructive investigations of airfield pavements to provide a range of information on their construction and condition.
Large areas can be covered quickly with minimal operational disruption and information can be provided to help plan maintenance and model future performance. This type of investigation can be beneficial in a number of pavement engineering and asset management situations: as a quality control tool for new pavements, as part of a forensic investigation of pavement failures, and as an asset management tool to improve technical and economic decision making.
We have developed a leading capability in the non destructive investigation of airport pavements and the materials supporting them. As part of the Fugro group we can undertake integrated investigations combining sophisticated geophysical and pavement condition surveys with insitu geotechnical testing and material sampling and laboratory testing. We have experience of mobilising specialist surveyors and kit to remote parts of the world and can draw on the resources of 12,000 Fugro employees stationed in 50 countries to provide local assistance.
Ground
Penetrating Radar surveys of airport pavements cause minimal disruption to
airside operations.
Ground
Investigation at Edinburgh airport: Fugro can provide integrated investigations
combining geophysical and insitu geotechnical testing
Ground penetrating radar is one of the most frequently used geophysical methods for airport surveys because of its rapid progress rate and versatility. Most surveys utilise multi channel radars controlled using global positioning system technology to enable highly efficient and accurate data acquisition within limited access periods. Data that are GPS referenced can be processed and analysed more accurately and efficiently and Fugro Aperio has developed sophisticated data handling methods to get the most from the data.
Non-Destructive surveys of airfield infrastructure can be conducted quickly with minimal operational disruption and without any identifiable risk of EM interference with communication systems.
GPR
plot of pavement defects (plotted red); the banded pattern is associated with
voids below joints between concrete bays


