Strains in composite reinforcement at the base of a road embankmentRead MoreStrains in composite reinforcement at the base of a road embankmentDisplacements 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 embankmentDFOS strain measurements of an active road located within a mining areaRead MoreDFOS strain measurements of an active road located within a mining areaSteel-concrete railway bridge: strains and cracks during load testsRead MoreSteel-concrete railway bridge: strains and cracks during load testsPEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshPEBSTER (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 Prev1 2
Strains in composite reinforcement at the base of a road embankmentRead MoreStrains in composite reinforcement at the base of a road embankment
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
DFOS strain measurements of an active road located within a mining areaRead MoreDFOS strain measurements of an active road located within a mining area
Steel-concrete railway bridge: strains and cracks during load testsRead MoreSteel-concrete railway bridge: strains and cracks during load tests
PEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshRead MorePEBSTER (5×5 m): strains and displacements in piled embankment with a steel mesh
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