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- W2009483602 abstract "This study undertook research on the sections of 90 harbor structures which applied a pile-type soil improvement using the soil-cement pile and then, determined the minimum replacement rate for each section, showing sufficient stability in all relevant studies including numerical analysis. The reliability of the numerical analysis was verified by a centrifuge model test. As a result of the study, it was revealed that when the foundation soil is too soft (" @default.
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- W2009483602 date "2013-11-30" @default.
- W2009483602 modified "2023-10-07" @default.
- W2009483602 title "Application of Soil-Cement Piles to the Ground Improvement of Harbor Structures" @default.
- W2009483602 cites W1970304577 @default.
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- W2009483602 doi "https://doi.org/10.7843/kgs.2013.29.11.29" @default.
- W2009483602 hasPublicationYear "2013" @default.
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