Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2010.03a
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- Pages.649-655
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- 2010
Unsaturated Shear Strength Characteristics of Compacted Natural Kaolin
다짐된 고령토의 불포화 전단강도특성
- Tae, Doo-Hyung (Dept. of Civil and Environmental Engrg., Dankook University) ;
- Park, Seong-Wan (Dept. of Civil and Environmental Engrg., Dankook University) ;
- Kwon, Hong-Ki (Dept. of Civil and Environmental Engrg., Dankook University)
- Published : 2010.03.25
Abstract
Unsaturated compressive tests are performed to evaluate the effect of matric suction on the strength and the deformation characteristics for statically compacted natural kaolin in Korea. Under different conditions of the initial degree of saturation in kaolin, the relationship between suction and the degree of saturation at failure can be expressed by unique soil-water characteristic curve. These results demonstrate that the newly established constant water content type unsaturated shear strength test equipment can be used for estimating the relationship between suction and the compressive strength.