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Use of Falling Weight Deflectometer for Airport Pavements
Conference paper   Peer reviewed

Use of Falling Weight Deflectometer for Airport Pavements

Gregory W White
Transportation and Geotechniques: Materials, Sustainability and Climate. GeoChina 2018. Sustainable Civil Infrastructures, pp.119-133
GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, 5th (HangZhou, China, 23-Jul-2018–25-Jul-2018)
Sustainable Civil Infrastructures (SUCI), Springer International Publishing
2018
DOI: https://doi.org/10.1007/978-3-319-95768-5_11
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https://doi.org/10.1007/978-3-319-95768-5_11View
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Abstract

The Falling Weight Deflectometer (FWD) provides a rapid and cost-effective means of measuring the response of pavements to a dynamic load. Its broad application has allowed the development of significant guidance regarding empirical interpretation of FWD results. Software has also been developed allowing the estimation of layer modulus, including the subgrade, and in some cases the calculation of a theoretical strength rating for aircraft pavement structures. However, many practitioners question the reasonableness of the moduli calculated and the reliably of the resulting airport pavement strength rating. This paper reviews the use of FWD in airport pavement strength evaluations and assesses its appropriateness for particular situations and tasks. Example projects are considered and data analysed to determine the benefits and limitations. Further work is recommended to better understand the impact of variability in FWD results on inferred layer modulus and airport pavement strength rating.

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