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 sensing during load tests of large-diameter piles Museum of Modern ArtWeiterlesenStrain sensing during load tests of large-diameter piles Museum of Modern ArtStrain and temperature measurements in bentonite and polymer concrete pilesWeiterlesenStrain and temperature measurements in bentonite and polymer concrete pilesPEBSTER (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 meshCFA concrete column: strains & shape analysis during mechanical load testsWeiterlesenCFA concrete column: strains & shape analysis during mechanical load tests zurück1 2
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 sensing during load tests of large-diameter piles Museum of Modern ArtWeiterlesenStrain sensing during load tests of large-diameter piles Museum of Modern Art
Strain and temperature measurements in bentonite and polymer concrete pilesWeiterlesenStrain and temperature measurements in bentonite and polymer concrete piles
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
CFA concrete column: strains & shape analysis during mechanical load testsWeiterlesenCFA concrete column: strains & shape analysis during mechanical load tests