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In this study, dredging reclamation ground were performed to evaluate the ground improvement and liquefaction reduction effect with the result that standard penetration test(SPT) and piezo penetration test(CPT) before and after of improvement. Especially, the estimate center of the pile and factor of liquefaction safety to the position of ground around with the pile presented improvement of compaction for improved compaction of dredging reclamation ground.

• Proceedings of the Korean Society of Grassland Science Conference
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• 2005.06a
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• 2005

• Magazine of the Korean Society of Agricultural Engineers
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• 1979

• Magazine of the Korea Concrete Institute
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• 2012

• Proceedings of the Korean Society of Environment and Ecology Conference
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• 2001.04a
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• pp.32-34
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• 2001

• Proceedings of the Korean Society of Crop Science Conference
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• Proceedings of the Korean Society of Crop Science Conference
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• Proceedings of the Korean Society of Crop Science Conference
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• Proceedings of the Korean Society of Crop Science Conference
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• 2022.10a
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• Proceedings of the Korean Society of Crop Science Conference
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