• Journal of Korean Society of Environmental Engineers
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• v.31 no.9
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• pp.719-732
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• 2009

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1995.10a
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• pp.120-121
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• 1995

In the design of mixed type breakwater, the most important factor to be considered is the wave pressure. In particular, the standing wave pressure has a significant effect on the vertical wall breakwater or mixed type breakwater. Many wave pressure formulas were developed and the Goda's formula［1］ was very frequently used among them by the coastal engineers due to its simplicity and accuracy. (omitted)

• Proceedings of the Korean Society for Bio-Environment Control Conference
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• 2006.05a
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• pp.268-273
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• 2006

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2005.10a
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• pp.162-163
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• 2005

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2005.10a
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• pp.172-173
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• 2005

• Proceedings of the Korean Geotechical Society Conference
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• 1996.10a
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• pp.107-114
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• 1996

• Proceedings of the Korean Geotechical Society Conference
• /
• 2004.03b
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• pp.855-862
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• 2004

부산점토에 대하여 Wheeler의 경화모형의 적용성을 평가하였다. 이를 위하여 양산지역의 부산점토에 대한 삼축 및 압밀시험 결과가 이용되있으며, 그 모형에 적합한 매개정수들이 결정되있다. 적용결과 예측된 거동은 실험결과와 정량적으로 잘 일치하는 것으로 나타났으나, 향후 압밀 및 장기거동 해석등을 위하여 더 많은 연구가 요구된다.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2008.03a
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• pp.25-40
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• 2008

• Proceedings of the Microbiological Society of Korea Conference
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• 2008.05a
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• pp.86-88
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• 2008

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2001.08a
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• pp.94-96
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• 2001