References
- Ahn, S. Y., Jeong, S. S. and Kim, J. Y. (2011), "Proposal of a New Design Method of the Pile-Bent Structure Considering Plastic Hinge", Journal of Korean Geotechnical Society, KGS, Vol.27, No.2, pp.91-101. https://doi.org/10.7843/kgs.2011.27.2.091
- ASTM D 3966-7 (2011), "Standard Test Methods for Deep Foundations Under Lateral Load", ASTM Internationl, West Conshohocken, PA 19428-2959, United States.
- Bowles, J. E. (1988), "Foundation Analysis and Design: 4th Edition", McGraw-Hill, New-York, pp.623-637.
- Bowles, J. E. (1997), "Foundation Analysis and Design: 5th Edition", McGraw-Hill, New-York, pp.501-506.
- Broms, B. (1964), "The Lateral Resistance of Piles in Cohesionless Soils", Journal of Soil Mechanics and Foundations Division, ASCE, Vol.90, SM2, pp.123-156. https://doi.org/10.1061/JSFEAQ.0000614
- 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
- Choi, I. G. and Park, Y. M. (2016), "Geotechnical Engineering for Field Practice", Goomibook, Korea, pp.489-494.
- Das, B. M. (2011), "Principle of Foundation Engineering-Seven Edition", CENGAGE Learning, USA, pp.64-126.
- Davisson, M. T. and Prakash, S. (1963), "A Review of Soil Pile Behavior", Highway Research Record, No.39, pp.25-48.
- FHWA (1999), "DRILLED SHAFTS: Construction Procedures and Design Methods", Publication No.FHWA-IF-99-025, FHWA, pp.386-420.
- FHWA (2010), "Drilled Shafts: Construction Procedures and LRFD Design Methods", Publication No. FHWA-NHI-10-016, FHWA, pp.12‑1-12‑62.
- Hong, W. P. and Yun, J. M. (2013), "The Lateral Load Capacity of Bored-Precast Pile Depending on Injecting Ratio of Cement Milk in Sand", Journal of Korean Geosynthetics Society, KGSS, Vol.12, No.4, pp.99-107. https://doi.org/10.12814/jkgss.2013.12.4.099
- Honjo, Y., Zaika, Y. and Pokharel, G. (2005), "Estimation of Subgrade Reaction Coefficient for Horizontally Loaded Piles by Statistical Analyses", Soils and Foundations, Japanese Geotechnical Society, Vol.45, No.3, pp.51-70. https://doi.org/10.3208/sandf.45.3_51
- Hukuoka, M. (1966), "Damage to civil engineering structures", Soils and Foundations, Japanese Geotechnical Society, Vol.6, No.2, pp.125-145.
- Jeong S. S. and Kim, J. Y. (2013), "Analysis of Optimized Column-pile Length Ratio for Supplementing Virtual Fixed Point Design of Bent Pile Structures", Journal of the Korean Society of Civil Engineers, KSCE, Vol.33, No.5, pp.1915-1933. https://doi.org/10.12652/Ksce.2013.33.5.1915
- Kang, B. G., Park, M. C., Lee, S. H., Jang, K. S., Koo, J. G. and Park, K. G. (2016) "A Study on Evaluation of Modulus of Horizontal Subgrade Reaction through Field Test and Numerical Analysis", Journal of the Korean Geo- Environmental Society, KGES, Vol.17, No.4, pp.5-15.
- KGS (2015), "Design code of Structure Foundation", CIR, Seoul, pp.343-351.
- Kim, K. W., Park, J. J. and Kim, J. W. (2016), "Analysis of Lateral Behavior of Steel Pile embedded in Basalt", Journal of Korean Geosynthetics Society, KGSS, Vol.15, No.1, pp.1-10. https://doi.org/10.12814/jkgss.2016.15.1.001
- Kim, S. K. (2004), "Soil Mechanic: Theory and Application", CHEONG MOON GAK, Gyenggi, pp.24-36.
- Lee, S., Lee, J. D. and Kim, T. H. (2001), "Evaluation of coefficients of subgrade reaction by laterally loaded pile", Journal of Korean So Society of Civil Engineers, KSCE, Vol.21, No.4-C, pp.349-357.
- Nadilla, S. and Prakaso, W. A. (2019), "Pile lateral subgrade reaction modulus for Jakarta", MATEC Web of Conferences, ConCERN-2 2018 (https://doi.org/10.1051/matecconf/201927002002).
- NAVFAC (1986), "Foundations and Earth Structure", NAVFAC Design Manual 7.2, Naval Facilities Engineering Command, Alexandria, VA., pp.7.2-177-7.2-234.
- Palmer, L. A. and Thomopson, J. B. (1948), "The Earth Pressure and Deflection Along the Embedded Length of Piles Subjected to Lateral Thrust" Proceedings Second International Conference of Soil Mechanics and Foundation Engineering, Rotterdam, Holland, Vol.5, pp.156-161.
- Prakash, S. and Sharma, H. D. (1990), "Pile Foundations in Engineering Practice", John Wiley & Sons, New-York, pp.322-388.
- Ryu, S. Y., Kwal, N. K., Park, M. C., Jeong, S. G. and Lee, S. (2012), "Estimation of Coefficient of Horizontal Subgrade Reaction by the Inverse Analysis on the Lateral Load Test Results", Journal of Korean Geo-Environmental Society, KGES, Vol.13, No.8, pp.15-24.
- 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
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