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서지반출
Geotechnical Characterisation of Busan Clay
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  • Geotechnical Characterisation of Busan Clay
  • Geotechnical Characterisation of Busan Clay
저자명
Chung. Sung Gyo,Ryu. Choon Kil,Min. Se Chan,Lee. Jung Man,Hong. Yang Pyo,Odgerel. Enkhtur
간행물명
KSCE journal of civil engineering
권/호정보
2012년|16권 3호|pp.341-350 (10 pages)
발행정보
대한토목학회
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

In the Nakdong River delta, the depositional environment is slightly different in every locality. An attempt was made to conduct a geotechnical characterization of clay in the floodplain of the delta area, where a series of field and laboratory tests was executed at five sites. The results indicate that variations in the slope of cone resistance change with depth are utilized to stratify the deposits and to extend a paleoenvironmental profile that has been investigated at a neighboring site. Some of the index properties and the compression index appear to correlate with the depositional environment, so that they have a well-defined trend with depth irrespective of location and empirical formulas may be developed between them. However, on the top 10 m layer deposited during regression, several properties are different in the tested sites. The ratio of the field vane strength to the effective overburden stress shows a poor correlation with water content, indicating no relationship with the plasticity index. The in-situ void index $I_{v0}$ shows that clays of the Tidal Flat (TF) and Inner Shelf (IS) units are more structured than other normally consolidated clays, whereas that of the Shallow Marine (SM) unit, which is overconsolidated, is not. The sensitivity ($S_t$), ranging from 5 to 9 at a location, vary in a manner similar to a well-defined trend of the properties. Based on the $I_{v0}$, recompression, and $C_c-e_0-S_t$ relation, the clay is moderately or highly structured but weakly bonded, where $C_c$ is compression index and $e_0$ is initial void ratio.