A Study on Skin Friction Estimation of Drilled Shaft Socketed in Weathered Granite by IGM's Theory |
Hong, Soon Taek
(씨지엔지니어링(주))
Lee, Jong In (국토해양부) Shin, Young Wan ((주)하경엔지니어링) Lee, Seung Ho (상지대학교 건설시스템공학과) |
1 | 국토해양부(2008) 도로설계편람 제5편 교량, pp. 509-311-509-313. |
2 | 김원철, 황영철, 이정훈(2005) IGM에 근입된 현장타설말뚝의 설계사례 연구(I), 한국지반공학회논문집, 한국지반공학회, Vol. 6, No. 2 pp. 61-73. |
3 | 대한토목학회(2002) 도로교설계기준해설(하부구조편), 건설정보사, pp. 680-734. |
4 | 박봉근(2007) BKS-LRPS의 개발 및 검증에 관한 연구, 박사학위논문, 경성대학교 대학원. |
5 | 서덕동(2004) IGM에 근입된 현장타설말뚝의 변위를 고려한 지지력, 박사학위논문, 한양대학교 대학원. |
6 | 천병식, 김원철, 최용규, 서덕동(2003) 현장타설말뚝의 정재하시험에 의한 지지력과 이론식에 의한 지지력 비교, 한국지반공학회논문집, 한국지반공학회, 제19권, 제2호, pp. 237-246. |
7 | (주)하경엔지니어링(2011) BCC공법 시험시공 및 현장 재하시험 보고서. |
8 | 한국지반공학회(1997) 구조물 기초 설계기준, pp. 186-193. |
9 | AASHTO(2002) AASHTO LRFD Bridge Design Specifications 3thed., Washington D.C., American Association of State Highway and Transportation Officials. |
10 | Baquelin, F. (1982) Rules for the structural design of foundations based on the selfboring pressuremeter test, Symp. on the Pressuremeter and Its Marine Application, IFP, Paris, pp. 347-362. |
11 | Canadian Geotechnical Society (1992) Canadian Foundation Engineering Manual, 3nd Edition, Canadian Geotechnical Society Technical Committee on Foundations, Ottawa. |
12 | Cater, J. P. and Kulhawy, F. H. (1988) Analysis and Design of Drilled Shaft Foundations Socketed into Rock, Research Report 1493-4, Geotechnical Engineering Group, Cornell University, Ithaca, New York, January. |
13 | Clarke, B. (1995) Pressuremeters in Geotechnical design, B.A.P (Chapman & Hall Group), London. |
14 | Hoek, E. and Brown, E. T. (1980) Empirical strength criterion for rock masses, Journal of Geotechnical Engineering Division., ASCE 106(GT9), pp. 1013-1035. |
15 | Horvath, R. G., Kenney, T. C., and Kozicki, P. (1983) Methods of improving the performance of drilled piers in weak rock, Can. Geotech. J., Ottawa, 20, pp. 758-772. DOI ScienceOn |
16 | Horvath, R. G. and Kenney, T. C. (1979) Shaft Resistance of Rock- Socketed Drilled Piers, Proceedings of the symposium of deep foundations, ASCE, Atlanta, October, pp. 183-214. |
17 | Mayne, P. W. and Harris, D. E. (1993) Axial Load-Displacement Behavior of Drilled Shaft Foundations in Piedmont Residuum, FHWA Reference No. 41-30-21 75. |
18 | O'Neill, M. W. and Hassan, K. M.(1994) Drilled Shafts: Effects of Construction on Performance and Design Criteria, Proceedings of the international conference on design and construction of Deep foundations, pp. 87-137. |
19 | Rowe, P. K. and Armitage, H. (1987) A Design method for drilled piers in soft rock, Can. Geotech. J., 24, pp. 126-142. DOI ScienceOn |
20 | U.S. Department of Transportation, Federal Highway Administration (1988) Drilled Shaft Student Wrokbook, NHI Course No. 13214. |
21 | U.S. Department of Transportation, Federal Highway Administration (1996) Design and Construction of Driven Pile Foundations, Publication No. FHWA-HI-96-033. |
22 | U.S. Department of Transportation, Federal Highway Administration (1999) Drilled Shafts : Construction Procedures and Design Methods, Publication No. FHWA-IF-99-025. |
23 | Williams, A. F., Johnston, I. W., and Donald, I. B. (1980) The Design of Socketed Piles in Weak Rock, Proceedings of the International Conference on Structural Foundations on Rock, Balkema, Sydney, pp. 327-347. |