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This document summarizes a report on modeling the mechanical properties of concrete at early ages using non-destructive testing techniques. It describes two methods - the compression wave method (CWM) and combined shear and compression wave method (SCWM) - to determine the initial degree of hydration in concrete. The CWM uses sound penetration testing to measure compressional wave velocities over time. Testing showed velocities increased with hydration and allowed modeling of the degree of hydration based o

Author

Kaan Tekinturhan

Language

EN