• Journal of the Korea Concrete Institute
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• v.22 no.5
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• pp.625-632
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• 2010

The moduli of concrete has been determined by various testing methods. The impact resonance (IR) method has been shown to be truly a simple nondestructive testing method which produces consistent results. It is possible to determine not only the modulus but also damping ratio from the IR test. However, the values of elastic modulus and damping ratio of concrete from the test is known to be affected by various test conditions including, specimen support condition, impact steel ball size and sampling rate. In this study, the optimum IR test conditions are suggested and validated experimentally. The test results showed that the recommended test conditions yielded a variation of resonant frequency within ${\pm}0.3%$ and damping ratio ${\pm}10.0%$. In addition, the modulus from the IR test was comparable to that from a static test when the effect of strain amplitude was properly taken into account.

• Journal of the Korean Society of Groundwater Environment
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• v.5 no.4
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• pp.210-214
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• 1998

In general the concentration of uranium in natural water such as fresh water and sea water is in the range of 0.01∼5 ppb, therefore trace analytical technique is required. The aim of present work is to compare a direct and preconcentration methods by evaporation and to investigate rapid and accurate trace analysis of uranium in groundwater using Instrumental Neutron Activation Analysis (INAA) which are sensitive and nondestructive method. Identification of analytical procedure was carried out using uranium standard solution of the range of 0.5∼100 ppb. In the given concentration, the deviation of calibration curve was less than 2%, and the standard deviation of measured values at each concentration was the range of 2∼12%. The difference of U content with sampling time for the same sample site was about 10.3%. Using this established method, the concentrations of uranium in samples collected at the 17 spring of Choongchung areas were found to be in the range of 1∼80 ppb.