과제정보
This research was supported by Basic Science Research Program through the National Research Foundation of Korea(NRF) funded by the Ministry of Education(NRF-2020R1I1A3067248).
참고문헌
- Casagrande, A. (1936), "Characteristics of Cohesionless Soil Affecting the Stability of Slopes and Earth Fills", J. Boston Society of Civil Engineering,reprinted in contribution to soil mechanics, 1925-1940, pp.257-276
- Iai, S., Matsunaga, Y. and Kameoka, T. (1992a), "Strain space plasticity model for cyclic mobility", Soils and Foundations, Vol.32, No.2, pp.1-15.
- Iai, S., Matsunaga, Y. and Kameoka, T. (1992b), "Analysis of undrained cyclic behavior of sand under anisotropic consolidation", Soils and Foundations, Vol.32, No.2, pp.16-20.
- Kang, G. C. (2011), "Behavior of Buried Geo-structures due to Increase of Excess Pore Water Pressure Ratio During Earthquakes", Journal of the Korean Society of Geotechnical Engineering, Vol.12, No.27, pp.27-28.
- Kim, S. J., Hwang, W. K., Kim, T. H. and Kang, G. C. (2019), "A Case Study on Earthquake-induced Deformation of Quay Wall and Backfill in Pohang by 2D-Effective Stress Analysis", Journal of the Korean Society of Geotechnical Engineering, Vol.35, No.7, pp.15-27.
- MOF (2019), "Port Facility Design Casebook", Ministry of Oceans and Fisheries.
- Park, S. S. (2008), "Liquefaction Evaluation of Reclaimed Sites using and Effective Stress Analysis and an Equivalent Linear Analysis", Journal of Korea Society of Civil Engineering, Vol.28, No.2C, pp.83-94.
- Park, S. S., Nong, Z., Choi, S. G. and Moon, H. D. (2018), "Resistance of Pohang Sand", Journal of the Korean Geotechnical Society, Vol.34, No.9, pp.5-17.
- Seed, H. B. and Idriss, I. M., (1967), "Analysis of Soil Liquefaction: Niigata Earthquake", JSMFD, ASCE, Vol.93, No.SM3, pp.83-108.
- Seed, H. B. and Idriss, I. M., (1971), "Simplified Procedure for Evaluating Soil Liquefaction Potential", Journal of the Soil Mechanics and Foundations Division, Vol.97, pp.1249-1273.
- Towhata, I. and Ishihara, K. (1985), "Shear Work and Pore Water Pressure in Undrained Shear", Soils and Foundations, Vol.25, No.3, pp.73-84
- WG (2009), FLIP research committee IV: 2008 report on shear lock problem. (in Japanese).