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This study was conducted to solve the problem such as damage of completed compaction ground using the conventional compaction control method. In this study, a TDR system equipped with a flat type probe has been developed. Also, the Piezoelectric stack, which is an instrument for measuring the elastic wave on the ground, has been added to the developed flat type probe. In this study, the strength variation of reinforced soil with time was determined by using the TDR system. The value of compression and shear modulus increased from 198.65MPa to 541.80MPa and from 125.55MPa to 302.02MPa with time, respectively. Based on the test results, it has been confirmed that the developed TDR system can be used as reinforced effect analysis of soil and compaction control.                 .     Probe ,  Probe    Piezoelectric stack .  TDR        .  ,     78.92MPa 587.09MPa, 31.53MPa 182.44MPa    .     TDR              .

Prediction of the Elastic Modulus of Improved Soil Using the Flat TDR System