Journal of the Korean Geotechnical Society ISSN:1229-2427(Print) 2288-646X(Online) 한국지반공학회 논문집

Anbazhagan, P., Kumar, A. T., and Sitharam, G. (2012), “Seismic Site Classification and Correlation between Standard Penetration Test N Value and Shear Wave Velocity for Lucknow City Indo-Gangetic Basin”, Pure and Applied Geophysics, Vol.170, pp.299-318, https://doi.org/10.1007/s00024-012-0525-1.

Bowles, J. E. (1988), Foundation Analysis and Design, 4th Edition, McGraw-Hill, New-York, pp.623-637.

Broms, B. B. (1964), “Lateral Resistance of Piles in Cohesionless Soils”, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.90, No.SM3, pp.123-156, https://doi.org/10.1061/JSFEAQ.0000614.

CWA (1999), Earthquake Information, ChiChi Earthquake, Central Weather Administration. (In Taiwan)

Chang, Y. L. (1937), “Discussion on Lateral Pile Loading Tests by Feagin”, Transaction, ASCE, pp.272-278, https://doi.org/10.1061/taceat.0004821.

Chen, W. W. (1978), “Discussion Lateral Load Piles Program Documentation”, Journal of Geotechnical Engineering Division, ASCE, Vol.103, GT1, pp.161-162, https://doi.org/10.1061/AJGEB6.0000568.

Hukuoka, M. (1966), “Damage to Civil Engineering Structures, Soils and Foundations”, Japanese Geotechnical Society, Vol.6, No.2, pp.125-145, https://doi.org/10.3208/sandf1960.6.2_45.

Imai, T. (1977), “P-and S-wave Velocities of the Ground in Japan”, Proceedings 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol.2, pp.257-260.

Jafari, M. K., Shafiee, A., and Ramzkhah, A. (2002), “Dynamic Properties of the Fine Grained Soils in South of Tehran”, J. Seismol. Earthq. Eng.4, pp.25-35.

Jeon, K. S. and Kim, N. Y. (2013), “The Design Way of Lateral Capacity for Pile Foundation”, Geotechnical Engineering of the Korean Geotechnical Society, Vol.28, No.3, pp.23-29. (In Korean)

Jimenez, G. A. L. (2019), Static and Dynamicb behaviour of Pile Supported Structures in Soft Soil, Doctoral Dissertation, Université Grenoble Alpes, https://doi.org/10.70675/20250ec4z3af6z4154z846az151c7324e5ac.

JMA (1994), Earthquake Information, Kobe (Great Hanshin) Earthquake, Japan Meteorological Agency. (In Japanese)

KCSC (2018), Ministry of Land, Infrastructure and Transport, Korean Construction Strandard 17 10 00. (In Korean)

KGS (2015), Design code of Structure Foundation, pp.343-351. (In Korea)

Kim, G. W., Lim, H. S., Song, S. M., and Jeong, S. S. (2020), “Analysis of Coefficient of Dynamic Horizontal Subgrade Reaction and Correlation Factor(α) Considering Shear Wave Velocity of Soil”, Journal of the Korean Geotechnical Society, pp.7-20, https://doi.org/10.7843/kgs.2020.36.11.7. (In Korean)

KMA (2016), Domestic Earthquake List, Kyeongju Earthquake, Korea Meteorological Administration. (In Korean)

KMA (2017), Domestic Earthquake List, Pohang Earthquake, Korea Meteorological Administration. (In Korean)

Lee, M. G., Jo, S. B., Cho, H. I., Park, H. J., and Kim, D. S. (2017), “A Discussion on the Definitions of Seismic Coefficient for Gravity Quay Wall in Korea”, Journal of the Earthquake Engineering Society of Korea, Vol.21, No.2, Earthquake Engineering Society of Korea, pp.77-85, https://doi.org/10.5000/EESK.2017.21.2.077. (In Korean)

MIDAS Information Technology Co. (2024), MIDAS GTS NX user manual, MIDAS Information Technology Co., Korea.

Min, D. H., Kim, Y. S., Kim, S. W., Choi, H. J., and Yoon, H. K. (2023), “Neural Network-Based Prediction of Dynamic Properties”, Journal of the Korean Geotechnical Society, pp.37-46, https://doi.org/10.7843/kgs.2023.39.12.37. (In Korean)

Prakash, S. and Sharma, H. D. (1990), Pile Foundations in Engineering Practice, John Wiley & Sons, Inc., New-York, pp.322-388.

Reese, L. C. and Matlock, H. (1960), “Generalized Solutions for Laterally Loaded Piles”, Journal of the Soil Mechanics and Foundations Division, ASCE 86, No. 5, 1960, pp.63-91, https://doi.org/10.1061/JSFEAQ.0000303.

Schmertmann. (1970), Static Cone to Compute Static Settlement Over Sand, Journal of the Soil Mechanics and Foundations Division, ASCE, 96(SM3), pp.1011-1043, https://doi.org/10.1061/JSFEAQ.0001418.

Seed, H. B., Idriss, I. M., and Arango, I. (1983), “Evaluation of Liquefaction Potential Using Field Performance Data”, Journal of Geotechnical Engineering, Vol.109, pp.458-482, https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458).

Song, S. M., Park, J. J., and Jeong, S. S. (2022), “The Analysis of Single Piles in Weathered Soil with and without Ground Water Table under the Dynamic Condition”, Journal of the Korean Geotechnical Society, pp.17-33, https://doi.org/10.7843/kgs.2022.38.1.17. (In Korean)

Stewart, J., Crouse, C. B., Hutchinson, T. C., Lizundia, B., Naeim, F., and Ostadan, F. (2012), Soil-Structure Interaction for Building Structures, National Institute of Standards and Technology, Gaithersburg, https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=915495.

Sun, C. G., Cho, C. S., Son, M., and Shin, J. S. (2012), “Correlations between Shear Wave Velocity and In-Situ Penetration Test Results for Korean Soil Deposits”, Pure and Applied Geophysics, Vol.170, No.3, pp.271-281, https://doi.org/10.1007/s00024-012-0516-2. (In Korean)

USGS (1989), United States Geological Survey, Loma prieta Earthquake.

USGS (1994), United States Geological Survey, Northridge Earthquake.

Vesic, A. B. (1961), “Bending of Beams Resting on Isotropic Elastic Solid”, Journal of the Engineering Mechanics Division, ASCE, Vol.87, No.2, pp.35-54, https://doi.org/10.1061/JMCEA3.0000212.

Yang, W. Y., Hwang, T. H., Kim, B. J., Park, S. B., and Lee, K. I. (2020), “Evaluation of Lateral Subgrade Reaction Coefficient Considering Empirical Equation and Horizontal Behavior Range of Large Diameter Drilled Shaft”, Journal of the Korean Geosynthetics Society, Vol.19, No.2, pp.1-11, https://doi.org/10.12814/jkgss.2020.19.2.001. (In Korean)