Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2005.03a
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- Pages.1227-1232
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- 2005
A Study on the Strength and Deformation Characteristics of Clay due to the Specimen Shaping
시료성형에 따른 점성토의 변형.강도 특성에 관한 연구
- Park, Jong-Su (Civil Engineering, of Changwon National Univ.) ;
- Park, Choon-Sik (Dept. of Civil Engineering, of Changwon National Univ.) ;
- Jang, Jeong-Wook (Dept. of Civil Engineering, of Changwon National Univ.)
- Published : 2005.03.25
Abstract
This study carried out unconfined compression tests to identify deformation and strength characteristics of clay. The conclusions are presented in the following. (1) The comparison of unconfined compression strengths according to specimen disturbance showed great differences, except for a few data. (2) The comparison of