Smear Effect on Consolidation Behaviors of SCP-improved Ground |
Kim, Yun-Tae (Dept. of Ocean Engrg., Pukyong National Univ.) |
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Sand Compaction Pile Method: State-of the-Art Paper
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A theoretical solution for consolication rates of stone column-reinforced foundations accounting for smear and well resistance effects
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DOI |
3 |
Effect of stone column yield on setlement of rigid foundations in stabilized clay
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DOI ScienceOn |
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Smer Effects of Vertical Drains on Soft Bangkok Clay
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DOI |
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Deformation analysis of soft ground reinforced by columnar inclusions
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DOI ScienceOn |
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Simplified Method for Consolidation rate of Stone Column Reinforced Foundations
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Analysis of rigid rafts supported by granular piles
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DOI ScienceOn |
8 |
New developments in field and laboratory testing of soils
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Prefabricated Vertical Drains
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10 |
Consolidation behavior of clay ground improved by sand compaction plies
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과학기술학회마을 DOI |
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12 |
Settlement response of soft soils reinforced by compacted sand columns
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DOI ScienceOn |
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14 |
Consolidation of fined-grained soils by prefabricated drains
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Design and construction of stone columns
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16 |
Analysis of Stress Transfer Mechanism of Composite Ground Reinforced by SCP under Quaywall
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