Underground pipeline section: strain, temperature and shape sensing

The underground PE pipe (with an outer diameter of 200 mm and a wall thickness of 11 mm) was buried 1 m below ground level. The total length of the monitored section was 30 m. Both pipe and surrounding ground were equipped with different types of distributed fibre optic Nerve-Sensors (EpsilonSensor, EpsilonRebar, EpsilonGraph, 3DSensor) to measure different physical-mechanical quantities like strains, displacements, temperatures and vibrations.

DFOS Sensors Installed: EpsilonSensor, EpsilonRebar, EpsilonGraph 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

Analysis of correlation between the deformation of the pipe and the ground
Full knowledge of strains, displacements and temperatures over the entire length
Detection of localised events (heating & cooling areas and ground movements)
Impact analysis of varying conditions (cyclic changes in temperature and humidity)

Results of using the DFOS monitoring system

The behaviour of the pipe was investigated during selected mechanical and thermal loads. The graph shows example strain distributions measured by the EpsilonSensor glued to the top surface of the pipe during the pull-out test. The very localised influence of the pulling belts is clearly visible. Next to the strains, also vertical displacements (shape changes) weremeasured.

Technical specifications

138 461 measurement points
360 m of sensing path
2 x 3D, 10 x strain sensor
load-tests & long-term

Example results

Recomendations (optional)

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John Doe

Project partner

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Case study
EpsilonRebar Datasheet
EpsilonGraph Datasheet
3DSensor Datasheet
EpsilonSensor Datasheet

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