Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2009.03a
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- Pages.952-960
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- 2009
Reliability Analysis of Geotechnical Properties in Incheon Port Area
인천항 지역의 지반정수 신뢰성 분석
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Shin, Eun-Chul
(Dept. of Civil and Environmental Engineering, Univ. of Incheon)
;
- Jeon, Jae-Ku (Dept. of Civil and Environmental Engineering, Univ. of Incheon) ;
- Kim, Hyoung-Jun (Korea Port Engineering Corp.) ;
- Lee, Chung-Ho (R-geo E&C Co. Ltd.)
- Published : 2009.03.27
Abstract
Foundation soils are greatly influenced on the stability of structures. The soft clay deposited in Incheon Port area is named either nomally consolidated clay or unconsolidated clay. New harbor structures will be constructed in Incheon Port area. Not sufficient soil boring datum are obtained from the filed soil exploration due to limited time and cost. The harbor construct site is pretty large area and the soils are not homogenous. This paper presented the result of reliability analysis which was performed by both Bayesian approach and analysis of variance.
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