Displacements of a road embankment above the strengthened substrateWeiterlesenDisplacements of a road embankment above the strengthened substrateStrains and cracks in a new type of slurry wall: research field (1)WeiterlesenStrains and cracks in a new type of slurry wall: research field (1)Strain and displacement monitoring inside a road structureWeiterlesenStrain and displacement monitoring inside a road structureSoil displacement measurements in Japan – distributed shape sensingWeiterlesenSoil displacement measurements in Japan – distributed shape sensingPEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (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 meshWeiterlesenPEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh zurück1 2
Displacements of a road embankment above the strengthened substrateWeiterlesenDisplacements of a road embankment above the strengthened substrate
Strains and cracks in a new type of slurry wall: research field (1)WeiterlesenStrains and cracks in a new type of slurry wall: research field (1)
Strain and displacement monitoring inside a road structureWeiterlesenStrain and displacement monitoring inside a road structure
Soil displacement measurements in Japan – distributed shape sensingWeiterlesenSoil displacement measurements in Japan – distributed shape sensing
PEBSTER (5×5 m): strains and displacements in piled embankment with a steel meshWeiterlesenPEBSTER (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 meshWeiterlesenPEBSTER (1×1 m): strains and displacements in piled embankment with a steel mesh