• Title/Summary/Keyword: 'Iwasaki'

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Harpacticoid Copepods of the Genus Porcellidium Associated with Marine Macroalgae in the Seas of Korea (한국의 해조류에 부착하는 Porcellidium속의 요각류(하르팍티쿠스목))

  • 김일회;김형섭
    • Animal Systematics, Evolution and Diversity
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    • v.13 no.2
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    • pp.141-172
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    • 1997

  • Six phytal harpacticoid species of the genus porcellidium are recorded from 22 algal species in the eastern (Sea of Japan) and southern (Korea Strait) coast of Korea. Among these six species, Porcellidium ofunatense Harris and Iwasaki and Porcellidium gamoi(Harris and Iwasaki) are recorded as new to Korean fauna. Other four species are described as new to science: Porcellidium bipartitum n. sp. found from a single algal species, Procellidium wandoensis n. sp. from ten algal species, Porcellidium acutum n. sp. from five algal species, and Porcellidium brevlcacum n. sp. from two algal species. It is found that the associations between the species of Porcellidium and macroalgae reveal weak specificities.

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A study on the Stability of Rail way Construction on the Reclaimed Land for Domestic Marine Clay Using the Seismic Analysic (연약지반상 지진하중을 고려한 철도노반의 안정성 검토에 관한 연구)

  • Kim Young-Soo;Kim Moo-Ill
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1071-1076
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    • 2004

  • The purpose. in this study. is to analyze liquefaction potential of Inchon International Airport at the Area Phase ' I ' for Railway Construction of all, seismic response was analyzed using the computer program, Shake91. Four methods proposed by Seed & Idriss. Eurocode, Iwasaki & Tatsuoka. and Ishihara were used for assessment of liquefaction potential and safety factors calculated form these methods are compared. Based on the results of seismic response analysis, the maximum acceleration at the ground surface is larger than that evaluated site factor effect by using site factor because these areas are composed of very loose sand clay. Especially, in the case of analysis with long period earthquake data. it is appeared that the acceleration of earthquake is amplified more largely. Therefore, accurate seismic response analysis is suggested for the design on the important structures on reclaimed land. The analytical results of liquefaction potential show that the increments of N-value and effective overburden pressure with remediation make safety factors increase. Through comparing the safety factors evaluated from four method, the safety factor calculated by See & Idriss method in the lowest one and it is found that the SPT N-value effect the safety factor very largely. And, Iwasaki & Tatsuoka method is affected by various factors such as average grain size. fine contents, confining pressure. In conclusion. to minimize earthquake Risk by liquefaction, the efficient remediation is essential and seismic response analysis should be carride out.

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