High-speed railway line: static and dynamic distributed measurementsWeiterlesenHigh-speed railway line: static and dynamic distributed measurementsFirst bridge in Germany with embedded strain and crack distributed sensorsWeiterlesenFirst bridge in Germany with embedded strain and crack distributed sensorsThe 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 substrateStrain and temperature measurements in bentonite and polymer concrete pilesWeiterlesenStrain and temperature measurements in bentonite and polymer concrete piles
High-speed railway line: static and dynamic distributed measurementsWeiterlesenHigh-speed railway line: static and dynamic distributed measurements
First bridge in Germany with embedded strain and crack distributed sensorsWeiterlesenFirst bridge in Germany with embedded strain and crack distributed sensors
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
Strain and temperature measurements in bentonite and polymer concrete pilesWeiterlesenStrain and temperature measurements in bentonite and polymer concrete piles