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1. ABAQUS 2013 Analysis User’s Manual, version 6.13, Dassault Systemes ABAQUS (2013). Analysis User’s Manual, version 6.13, Dassault Systemes. 

2. API RP2A-WSD 2010 Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms -Working Stress Design API RP2A-WSD (2010). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms -Working Stress Design, American Petroleum Institute. 

3. E. S. Barber 96 1953 Discussion to paper by S. M. Gleser Barber, E. S. (1953). Discussion to paper by S. M. Gleser, ASTM, STP 154, pp. 96-99. 

4. J. L. Briaud 1985 Behavior of piles and pile groups in cohesionless soils Briaud, J. L., Tucker, L., Lytton, R. L., and Coyle, H. M. (1985). Behavior of piles and pile groups in cohesionless soils, Report No. FHWARD-83-038. 

5. Journal of Soil Mechanics Foundation Division, ASCE M. T. Davisson 89 3 63 1963 10.1061/JSFEAQ.0000521 Davisson, M. T. and Gill, H. L. (1963). “Laterally loaded piles in layered soil system.” Journal of Soil Mechanics Foundation Division, ASCE, Vol. 89, No. 3, pp. 63-94. 

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6. DNV OS-J101 (2013). Design of offshore wind turbine structures, Det Norske Veritas. 

7. Journal of Geotechnical Engineering, ASCE T. W. Dunnavant 115 1 95 1989 10.1061/(ASCE)0733-9410(1989)115:1(95) Dunnavant, T. W. and O’Neill, M. W. (1989). “Experimental p-y model for submerged, stiff clay.” Journal of Geotechnical Engineering, ASCE, Vol. 115, No. 1, pp. 95-114, DOI: 10.1061/(ASCE)0733-9410(1989)115:1(95). 

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8. EWEA 2009 Pure power-wind energy targets for 2020 and 2030 EWEA (2009). Pure power-wind energy targets for 2020 and 2030, A report by the European Wind Energy Association. 

9. J. Geotech. Engrg., ASCE M. Gabr 120 5 816 1994 10.1061/(ASCE)0733-9410(1994)120:5(816) Gabr, M., Lunne, T., and Powell, J. (1994). “P-y analysis of laterally loaded piles in clay using DMT.” J. Geotech. Engrg., ASCE, Vol. 120, No. 5, pp. 816-837, DOI: 10.1061/(ASCE)0733-9410(1994)120:5(816). 

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10. Géotechnique S. Haldar 59 7 593 2009 10.1680/geot.8.066.3685 Haldar, S. and Babu, G. S. (2009). “Design of laterally loaded piles in clays based on cone penetration test data: A reliability-based approach.” Géotechnique, Vol. 59, No. 7, pp. 593-607, DOI: 10.1680/geot.8. 066.3685. 

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11. M. Hetenyi 1946 Beams on elastic foundations Hetenyi, M. (1946). Beams on elastic foundations, University of Michigan Press, Ann Arbor. 

12. Geomechanics and Engineering G. Kim 7 4 459 2014 10.12989/gae.2014.7.4.459 Kim, G., Park, D., Kyung, D., and Lee, J. (2014). “CPT-based lateral displacement analysis using p-y method for offshore mono-piles in clays.” Geomechanics and Engineering, Vol. 7, No. 4, pp. 459-475. 

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13. Journal of the Korean Society of Civil Engineers Y. H. Kim 30 4C 175 2010 Kim, Y. H. and Jeong S. S (2010). “Analysis of soil resistance on laterally loaded piles considering soil continuity.” Journal of the Korean Society of Civil Engineers, Vol. 30, No. 4C, pp. 175-183. 

14. J. Geotech. Geoenviron. Eng., ASCE J. Lee 136 1 48 2010 10.1061/(ASCE)GT.1943-5606.0000199 Lee, J., Kim, M., and Kyung, D. (2010). “Estimation of lateral load capacity of rigid short piles in sands using CPT results.” J. Geotech. Geoenviron. Eng., ASCE, Vol. 136, No. 1, pp. 48-56, DOI: 10.1061/(ASCE)GT.19435606.0000199. 

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15. J. Lee 2010 Proc. of GeoFlorida 2010 (Advances in analysis, modeling & design), West Palm Beach, USA Lee, J., Seo K., Kang, B., Cho, S., and Kim, C. (2010). “Application of effective cone factor for strength characterization of saturated clays.” Proc. of GeoFlorida 2010 (Advances in analysis, modeling & design), West Palm Beach, USA. 

16. H. Matlock 577 1970 Proc., 2nd Ann. Offshore Technol. Conf. Matlock, H. (1970). “Correlation for design of laterally loaded piles in soft clay.” Proc., 2nd Ann. Offshore Technol. Conf., OTC, Houston, Texas, pp. 577-594. 

17. Journal of Soil Mechanics and Foundation, ASCE H. Matlock 86 5 63 1960 Matlock, H. and Reese, L. C. (1960). “Generalized solutions for laterally loaded piles.” Journal of Soil Mechanics and Foundation, ASCE, Vol. 86, No. 5, pp. 63-91. 

18. L. C. Reese 671 1975 Proc., 7th Offshore Technol. Conf., OTC, Houston Reese, L. C., Cox, W. R., and Koop, F. D. (1975). “Field testing and analysis of laterally loaded piles in stiff clay.” Proc., 7th Offshore Technol. Conf., OTC, Houston, Texas, pp. 671-690. 

19. L. C. Reese 2004 Computer Program: LPILE Version 5 Technical Manual, Ensoft Reese, L. C., Wang, S. T., Isenhower, W. M., Arrellaga, J. A., and Hendrix, J. (2004). Computer Program: LPILE Version 5 Technical Manual, Ensoft, Inc., Austin, TX,USA. 

20. Geotechnical Testing Journal, ASTM P. K. Robertson 12 1 30 1989 10.1520/GTJ10671J Robertson, P. K., Davis, M. P., and Campanella, R.G. (1989). “Design of laterally loaded driven piles using the flat dilatometer.” Geotechnical Testing Journal, ASTM, Vol. 12, No. 1, pp. 30-38, DOI: 10.1520/GTJ10671J. 

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21. J. Geotech. Geoenviron. Eng., ASCE K. M. Rollins 132 1272 2006 10.1061/(ASCE)1090-0241(2006)132:10(1272) Rollins, K. M., Olsen, K. G., Jensen, D. H., Garrett, B. H., Olsen, R. J., and Egbert, J. J. (2006a). “Pile spacing effects on lateral pile group behavior: Analysis.” J. Geotech. Geoenviron. Eng., ASCE, Vol. 132, pp. 1272-1283, DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1272). 

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22. J. Geotech. Geoenviron. Eng., ASCE K. M. Rollins 132 1262 2006 10.1061/(ASCE)1090-0241(2006)132:10(1262) Rollins, K. M., Olsen, K. G., Jensen, D. H., Garrett, B. H., Olsen. R. J., and Egbert, J. J. (2006b). “Pile spacing effects on lateral pile group behavior: Load tests.” J. Geotech. Geoenviron. Eng., ASCE, Vol. 132, pp. 1262-1271, DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1272), DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1262). 

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23. E. Winkler 1867 Die Lehre von der Elastisitat und Festigkeit, Dominicus Winkler, E. (1867). Die Lehre von der Elastisitat und Festigkeit, Dominicus, Prague, Czech Republic. 

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