In this study, several tests such as liquid limit test, compaction test, and XRF analysis were conducted on silty sand (SM) containing air to investigate the saturation collapse phenomenon due to flow liquefaction, which can result to the increase of the saturation degree and water content. The relationship between the flow strength and water content of the test material, which was artificially prepared by mixing Saemangeum dredged soil and water at different mixing ratios, was investigated to determine the strength variation caused by intergranular flow. When silicon dioxide (Si02) and water react with each other, energy is generated from capillary phenomenon and the attractive force between particles increases from 10% to 20% due to matric potential. The maximum flow resistance is maintained at the range of 20% to 30% water content, which is larger than the optimum water content obtained from the compaction test, so that flow resistance is greater in the region where the maximum shearing force is significantly high. However, if the water content is increased to more than 30%, the flow resistance is significantly low.

ABSTRACT
 1. 서 론
 2. 포화 코렙스(Collapse) 현상
 3. 새만금 준설토의 물리·화학적 특성
 4. 새만금 준설토의 다짐 및 지지력 특성
 5. 결 론
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