Fig. 1. Damage of coastal structure by liquefaction (Sugano et al., 2014)
Fig. 2. Youngilman Port
Fig. 3. Damages to Youngilman habor during earthquake
Fig. 4. Representive cross-sectional plan
Fig. 5. Acceleration station during Pohang earthquake
Fig. 6. Acceleration of Pohang Earthquake measurement
Fig. 7. Schematic diagram for multiple simple shear mechanism model (Iai, 1992a)
Fig. 8. Schematic diagram for liquefaction front, state variable (S) and shear stress ratio (Iai et al., 1992a, 1992b)
Fig. 9. Mesh for dynamic analysis
Fig. 10. grain-size distribution curve at Youngilman (Mun, 2018)
Fig. 11. Responded Accelerations
Fig. 12. Distribution of excess pore water pressure ratio
Fig. 13. Excess pore water pressure ratio
Fig. 14. Displacement of caisson and backfill ground
Fig. 15. Shear stress-strain at E1
Fig. 16. Shear stress-strain at E4
Table 1. Soil parameters for the 2-D effective stress analysis
Table 2. Parameters of the excess pore water pressure generation model
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피인용 문헌
- Assessment of Pohang Earthquake-Induced Liquefaction at Youngil-Man Port Using the UBCSAND2 Model vol.10, pp.16, 2019, https://doi.org/10.3390/app10165424