Side Friction of Deep Foundation for Transmission Tower in Rock |
Kim, Dae-Hong
(KEPRI/KEPCO)
Lee, Dae-Soo (KEPRI/KEPCO) Chun, Byung-Sik (Dept. of Civil Engrg. Hanyang Univ.) Kim, Byung-Hong (Dept. of Civil Engrg. Hanyang Univ.) |
1 | ASTM D1143-81, Standard Test Method for Pile Under Static Axial Compressive Load, Annual Book of ASTM Standards, Vol 04.08, pp.174-184 |
2 | Gupton, C. and Logan, T. (1980), 'Design Guidelines for Drilled Shafts in Weak Rock in South Florida', Annual Meeting of the Florida Branch, ASCE, Miami, FL |
3 | O'Neill, M. W., Townsend F. C., Hanssan K. M., Buller A. and Chan P. S. (1995), Load Transfer for Drilled Shafts in Intermediate Geomatrials, U. S. Department of Trans- portation, FHWA-RD-95-0000, January |
4 | Thome, C. P. (1977), The Allowable Loadings of Foundations on Shale and Sandstone in the Sydney Region, Part 3, Field Test Results, Paper Presented to Sydney Group of Aust. Geomechanics Soc., Inst. Engnrs. Aust |
5 | Tomlinson, M. J. (1995), Foundation Design and Construction 6th edition, Harlow, England : Longman Scientific & Technical ; New York: Wiley |
6 | 김대홍, 홍성연, 김경열, 이대수 (2003), '송전철탑용 현장타설기초의 파괴형태에 관한 실험적 연구', 2003년도 대한토목학회 학술발표회 논문집, pp.3311-3317 |
7 | Goder, H. Q. and Leonard, M. W. (1954), 'Some Tests on Bored Piles in London Clay', Geotechnique, Vol.4, pp.32-41 DOI |
8 | Williams, A. F. (1980), The Side Resistance of Piles Socketed into Weak Rock, Ph. D. dissertation, Department of Civil Engineering, Monash University, Melbourne, Australia |
9 | ASTM D3689-90, Standard Test Method for Individual Piles Under Static Axial Tensile Load, Annual Book of ASTM Standards, Vol 04.08, pp.1-11 |
10 | Reynols, R. T. and Kaderabech, T. J. (1980), 'Miami Limestone Foundation Design and Construction', Preprint No. 80-546, South Florida Convention, ASCE |
11 | Rowe, R. K. and Armitage, H. H. (1984), The Design of Piles Socketed into Weak Rock, Report GEOT-11-84, University of Western Ontario, London, Ont |
12 | Rogenberg, P. and Jouneau, N. L. (1976), 'Friction and End Bearing Tests on Bedrock for High Capacity Socket Design', Canadian Geotechnical Journal, 13, pp.324-333 DOI |
13 | Reese, L. C. and O'Neill, M. W. (1988), Drilled Shaft: Construction Procedures and Design Method, Publication FHWA-HI-88-042, Federal Highway Administration, Washington, D.C |
14 | Day, H. B. (1974), 'Rock Socketed Piles: MMBW Highways Division Practice', Symp. on Rock Socketed Piles, Aust. Geomech. Soc. Vic. Group |
15 | Pells, P. J. N. and Turner, R. M. (1979), 'Elastic Solutions for the Design and Analysis of Rock Socketed Piles', Canadian Geotechnical Journal, 16, pp.481-487 DOI ScienceOn |