High pressure gas pipeline: DFOS-based health control of safety-critical infrastructureRead MoreHigh pressure gas pipeline: DFOS-based health control of safety-critical infrastructureStrains and shape changes in asphalt layers: load tests & long-term measurementsRead MoreStrains and shape changes in asphalt layers: load tests & long-term measurementsStrains and displacements in asphalt layers: dynamic load testsRead MoreStrains and displacements in asphalt layers: dynamic load testsDisplacements of a road embankment above the strengthened substrateRead MoreDisplacements of a road embankment above the strengthened substrateStrains and displacements at the base of a road embankmentRead MoreStrains and displacements at the base of a road embankmentStrain and displacement monitoring inside a road structureRead MoreStrain and displacement monitoring inside a road structurePEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh
High pressure gas pipeline: DFOS-based health control of safety-critical infrastructureRead MoreHigh pressure gas pipeline: DFOS-based health control of safety-critical infrastructure
Strains and shape changes in asphalt layers: load tests & long-term measurementsRead MoreStrains and shape changes in asphalt layers: load tests & long-term measurements
Strains and displacements in asphalt layers: dynamic load testsRead MoreStrains and displacements in asphalt layers: dynamic load tests
Displacements of a road embankment above the strengthened substrateRead MoreDisplacements of a road embankment above the strengthened substrate
Strains and displacements at the base of a road embankmentRead MoreStrains and displacements at the base of a road embankment
Strain and displacement monitoring inside a road structureRead MoreStrain and displacement monitoring inside a road structure
PEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh