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Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

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  3. 2018-08 (v.38 n.4)
  4. 10.12652/Ksce.2018.38.4.0567
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1 
AASHTO (2010). LRFD Bridge Design Specifications Customary U.S. Units,5th Edition, American Association of State Highway and Transportation Officials, Washington D.C.
2 
Brown, A., Morrison, C. and Reese, C. (1998). “Lateral load behavior of pile group in sand.” Journal of Geotechnical Engineering, Vol. 144, No. 11, pp. 1261-1276.DOI
3 
El Naggar, M. H. and Bentley, K. J. (2000). “Dynamic analysis for laterally loaded piles and dynamic p-y curves.” Canadian Geotechnical Journal, Vol. 37, No. 2000, pp. 1166-1183.DOI
4 
Fan, C. C. and Long, J. H. (2005). “Assessment of existing methods for predicting soil response of laterally loaded piles in sand.” Computers and Geotechnics, Vol. 32, pp. 274-289.DOI
5 
Iai, S. (1989). “Similitude for shaking table tests on soil-structure fluid model in 1g gravitational field.” Soils and Foundations, Vol. 29, No. 1, pp. 105-118.DOI
6 
Kim, S. R., Kim, S. H., Chung, C. K. and Kim, M. M. (2002). “The evaluation of dynamic group pile effect by the analysis of experimental p-y curves.” Journal of Korean Geotechnical Society, Vol. 18, No. 1, pp. 127-132 (in Korean).
7 
Korea Geotechnical Society (2009). Structural foundation design standard explanation, goomibook, Seoul, p. 367 (in Korean).
8 
Lee, S. H., Kim, S. R., Lee, J. H. and Chung, M. K. (2011). “Evaluation of p-y curves of piles in soft deposits by 3-dimensional numerical analysis.” Journal of Korean Geotechnical Society, Vol. 27, No. 7, pp. 47-57.DOI
9 
Matlock, H. (1970). “Correlations for design of laterally loaded piles in soft clay.” Proceeding of Offshore Technology Conference, Houston, Texas, pp. 577-594.DOI
10 
National Cooperative Highway Research Program (2001). “Static and dynamic lateral loading of pile groups.” NCHRP Report 461, Transportation Research Board - National Research Council., pp. 13-21.
11 
Park, J. S. and Jeong, S. M. (2017). “Evaluation of dynamic p-y curve on the numerical analysis.” Journal of Geotechnical Engineering, Vol. 33, No. 12, pp. 59-73 (in Korean).
12 
PLAXIS 3D (2013). PLAXIS 3D user manual, Version 2.0, Brinkgreve, R.B. and Swolfs, W. M., PLAXIS Inc.
13 
Reese, L. C. and Van Impe, W. F. (2001). “Single piles and pile groups under lateral loading.” Rotterdam Netherlands, pp. 121-123.
14 
Yoo, M. T., Cha, S. H., Choi, J. I., Han, J. T. and Kim, M. M. (2012). “Evaluation of dynamic group pile in dry sand by centrifuge model test.” Journal of Geotechnical Engineering, Vol. 28, No. 1, pp. 67-77 (in Korean).
15 
Yoo, M. T., Yang, E. K., Kim, H. W. and Kim, M. M. (2009). “The evaluation of dynamic group pile effect in fine.” Journal of Earthquake Engineering, Vol. 17, No. 7, pp. 1082-1102 (in Korean).DOI