Freezing and thawing effects of sand-silt mixtures
on elastic waves |
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Authors: | MinGu Kang JongChan Kim Jung-Hee Park and Jong-Sub Lee |
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Institution: | School of Civil, Environmental and Architectural Engineering, Korea University, Seoul 136-701, Korea;School of Civil, Environmental and Architectural Engineering, Korea University, Seoul 136-701, Korea;School of Civil, Environmental and Architectural Engineering, Korea University, Seoul 136-701, Korea;School of Civil, Environmental and Architectural Engineering, Korea University, Seoul 136-701, Korea |
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Abstract: | Freezing and thawing during the winter season change soil properties such as density. The density change in the particulate media
influences soil stiffness. In addition, freezing of partially or fully saturated soils changes the soil matrix from a particulate media to
a continuum. The goal of this study is to investigate the cyclic freezing and thawing effects on elastic waves. Sand-silt mixtures
with 10% silt fraction in weight and 40% saturation are prepared. The sand-silt mixtures are placed in a nylon cell, onto which a
pair of bender elements and a pair of piezoelectric disk elements are installed for the measurement of shear and compressional
waves, respectively. The temperature of the mixtures decreases from 20 °C to -10 °C to freezing. The frozen sample is gradually
thawed at room temperature (20 °C). These freezing-thawing processes are repeated three times. The test result shows that the
shear and compressional wave velocities significantly increase when the specimen is frozen. When the temperature is greater than
0 °C, the elastic wave velocities are lower during thawing than during freezing due to soil structure change. This study demonstrates
that soil structure change during the winter season may be effectively estimated from elastic waves. |
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Keywords: | compressional waves freezing frozen soil shear stiffness shear waves thawing |
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