Measurements of a railway line above the substrate strengthened with slurry wallsWeiterlesenMeasurements of a railway line above the substrate strengthened with slurry wallsThe highest road embankments in Poland – distributed temperature sensing (DTS)WeiterlesenThe highest road embankments in Poland – distributed temperature sensing (DTS)Strains in composite reinforcement at the base of a road embankmentWeiterlesenStrains in composite reinforcement at the base of a road embankmentStrains and displacements at the base of a road embankmentWeiterlesenStrains and displacements at the base of a road embankmentDisplacements of a road embankment above the strengthened substrateWeiterlesenDisplacements of a road embankment above the strengthened substratePEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh
Measurements of a railway line above the substrate strengthened with slurry wallsWeiterlesenMeasurements of a railway line above the substrate strengthened with slurry walls
The highest road embankments in Poland – distributed temperature sensing (DTS)WeiterlesenThe highest road embankments in Poland – distributed temperature sensing (DTS)
Strains in composite reinforcement at the base of a road embankmentWeiterlesenStrains in composite reinforcement at the base of a road embankment
Strains and displacements at the base of a road embankmentWeiterlesenStrains and displacements at the base of a road embankment
Displacements of a road embankment above the strengthened substrateWeiterlesenDisplacements of a road embankment above the strengthened substrate
PEBSTER (1×1 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh