1 |
Briaud, J. L., Tucker, L., Lytton, R. L., and Coyle, H. M. (1985), Behavior of Piles and Pile Groups in Cohesionless, Final Report, Report No. FHWA/RD-83/038, NTIS PB86-152089/AS.
|
2 |
Canadian Geotechnical Society (2006), Canadian Foundation Engineering Manual, 4th Edition, Vancouver, BC., BiTech Publishers.
|
3 |
FHWA (1999), Drilled Shafts: Construction Procedures and Design Methods, FHWA Publication No. FHWA-IF-99-025. Department of Transportation, McLean, VA, Federal Highway Administration, Office of Implementation.
|
4 |
KGS (2009), Explanation of Structure Foundation Design Code, Goomibook, pp.293-368. (In Korean) KGS (2009), 구조물 기초 설계기준 해설, Goomibook, pp.293-368.
|
5 |
Korean Bi-direction pile test Association (2012), Casebook of Korean Bi-direction pile test Association, pp.51-60. (In Korean) 한국말뚝양방향재하시험협회 (2012), 한국말뚝 양방향재하시험협회 사례집, pp.51-60.
|
6 |
KSCE (2001), Explanation of Road Bridge Design Code, Kimoondang, pp.207-313. (In Korean) KSCE (2001), 도로교설계기준 해설, Kimoondang, pp.207-313.
|
7 |
Lee, S. W., Yoon, M. S., and Kim, M. H. (2011), A study on correlation between SPT N value and unit side resistance, Korea Geotechnical Society Fall National Conference, Soptember 22-23, 2011, Ghuncheon : Gangwon University, pp.541-548.
|
8 |
Meyerhof, G. G. (1976), Bearing Capacity and Settlement of Pile Foundations, Journal of the Geotechnical Engineering Division, ASCE, pp.197-228.
|
9 |
NAVFAC (1982), Foundations and earth structures, Design manual 7.2, Dept. of the Navy Naval Facilities eng. Command.
|
10 |
No, J. H. and Lee, D. H. (2003), Design calculation Example for SPTN value and Foundation, Gunsulbook, pp.17-89. (In Korean) No, J. H. and Lee, D. H. (2003), N치와 기초구조물의 설계 계산예, Gunsulbook, pp.17-89.
|
11 |
Reese, L. C. and O'Neill, M. W. (1988), Drilled Shafts Student Workbook, NHI Course. 13214, Federal Highway Administration, August.
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