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• 해운
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• no.6 s.17
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• pp.11-13
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• 2005

최근들어 부정기선시장과 유조선시장은 선복수급 불균형과 계절적인 영향 등으로 큰 폭으로 조정을 받는 양상을 보이고 있는데 반해, 원양정기선시장을 강보합세를 유지하고 있다.

• Journal of the Korean Geosynthetics Society
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• v.12 no.4
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• pp.77-86
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• 2013

Laboratory pullout tests were conducted to evaluate pullout performance of steel strip reinforcements with deformed steel bars as transverse members. The steel strip reinforcement has an installation hole to assemble a deformed steel bar. Jumunjin standard sand is used to form a relative density of ground model to 80%. Frictional resistance of steel strip reinforcement without transverse member increases sharply at the initial displacement and quickly decreases with displacement. Maximum frictional resistance increases linearly as normal pressure increasing, and soil-reinforcement interaction friction angle(${\rho}_{peak}$) of a steel strip reinforcement is estimated to $14.64^{\circ}$. Passive resistance increases with displacement and converge into maximum passive resistance in most cases. Maximum passive resistance increases linearly as normal pressure increasing irrespective of shape of the steel reinforcement. Pullout force of steel strip reinforcements with installation holes or transverse members largely increases about 4 to 7 times compared to frictional resistance force of steel strip reinforcements when embedment length($L_e$) of steel strip reinforcements is 500 mm. In the case of using 2 transverse members, interference effect is observed due to the spacing of 2 transverse members and location of assembly holes and transverse members.

• Journal of Korean Electronics
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• Clean Technology
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• Railway Journal
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• 2015

• Railway Journal
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• Monthly Korean Chicken
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• 2011

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2002.05a
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• pp.533-534
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• 2002