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Conference paper

Inferring pavement layer properties from a moving measurement platform

In Bearing Capacity of Roads, Railways and Airfields — 2017, pp. 675-682
From

Department of Civil Engineering, Technical University of Denmark1

Section for Structural Engineering, Department of Civil Engineering, Technical University of Denmark2

Section for Geotechnics and Geology, Department of Civil Engineering, Technical University of Denmark3

Dynatest International A/S4

This work offered a new method for accessing the mechanical properties of pavement layers based on data obtained by a moving measurement platform. The method has the following features: (i) calculations are based on tracking distances to a point on the pavement surface, (ii) measurements are not required outside the zone of load influence, and (iii) possibility to access absolute pavement deflections.

First, the envisioned platform-design and required readings were presented; next, the interpretation method was outlined and then applied to synthetic (computer-generated) data. Perfect convergence was achieved when the correct pavement model and accurate input data were employed. Also, when artificial errors were introduced for assessing sensitivities, only small deviations were generated.

Based on these promising outcomes the method will be further studied and developed to support the construction of an operational measurement platform.

Language: English
Publisher: Taylor & Francis
Year: 2017
Pages: 675-682
Proceedings: 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields
Journal subtitle: Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (bcrra 2017)
ISBN: 1138295957 , 1315100339 , 1351585789 , 1351585797 , 9781138295957 , 9781315100333 , 9781351585781 and 9781351585798
Types: Conference paper
ORCIDs: Andersen, Sebastian and Levenberg, Eyal

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