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In addition, concrete strain and temperature have been measured periodically.
Measurements included load, steel strain, concrete strain and deflection.
It is found that there is excellent agreement between the predicted and tested concrete strain.
The primary instruments used for vertical deflection, span shortening, and concrete strain monitoring are described.
In the thawing and post thawing period, the concrete strain is also primarily influenced by temperature change.
Measurement of concrete strain through non-invasive methods is of great importance in civil engineering and structural analysis.
In comparison, the concrete strain has little effect on the final results.
This paper presents the in-service inspection methods and results of the lift-off tests and the measurement of concrete strain.
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The crack pattern, deflection profile and concrete strains are measured for both normal and permeable piles.
In addition, specimens were instrumented to obtain the longitudinal concrete strains profiles at any time.
Recorded surface strains compare well with the internal steel and concrete strains.
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