Strain and displacement monitoring inside a road structure

EpsilonSensors and 3DSensors were used to create embedded nervous systems in a test environment, simulating the structural behaviour of the actual road substructure. Both longitudinal and transverse sections were investigated at two levels. Despite many sensors installed inside the box, they were not acting as reinforcement and thus, they did not influence the response of the substructure. Strains and displacements were measured at the same time during mechanical loading.

DFOS Sensors Installed: EpsilonRebar and 3DSensor

Project challenges

How to apply non-invasive diagnostics in demanding historic structures?
How to get precise measurement data to detect local damage and imperfection?
How to measure detailed strain profiles over the entire height of the brick masonry wall?

Benefits of using the DFOS monitoring system

Measurements of strains and vertical displacements inside the substructure
Same sensors used for multiple tests with changeable conditions (e.g. humidity)
Thausands of measurement points without reinforcing ground layers
Detailed scientific data for design procedures and FEA calibration

Results of using the DFOS monitoring system

The example plots on the right correspond to the substructure deformations in one of the tests with increased ground humidity. Both strains [µε] and vertical displacements [mm] (settlements, sinkholes) were measured with extremely high spatial resolution.

Technical specifications

5 600 measurement points
28 m of sensing path
8 x ER, 6 x 3DSensor
short-term (laboratory)

Example results

Recomendations (optional)

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John Doe

Project partner

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Case study
EpsilonRebar Datasheet
3DSensor Datasheet

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