Evaluation of CPT-based Pile Load Capacity Factors with Cylindrical and Taper Pile |
Lee, Jun-Hwan
(School of Civil and Environmental Engrg, Yonsei Univ.)
Paik, Kyu-Ho (Dept. of Civil Engrg., Kwan-Dong Univ.) Kim, Dae-Hong (Korea Electric Power Corporation) Kim, Min-Kee (School of Civil and Environmental Engrg, Yonsei Univ.) Hwang, Sung-Wuk (School of Civil and Environmental Engrg, Yonsei Univ.) |
1 | Bustamante, M. and Gianeselli (1982), 'Pile Bearing Capacity Prediction by Means of Static Penetration CPT', Proceedings of 2nd European Symposium on Penetration Testing, Amsterdam, Vol.2, pp.493-500 |
2 | Philipponnat, G. (1980), 'Methode prtique de ca1culd'un pieu isole a I'aide du penetrometre statique', Revue Francaise de Geotechnique, Vol.10, pp.55-64 |
3 | Lee, J. and Salgado, R. (1999), 'Determination of pile base resistance in sands', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.125, No.8, pp.673-683 DOI |
4 | Robinsky, E.I., and Morrison, C.F. (1964), 'Sand displacementand compaction around model friction piles', Canadian Geotechnical Journal, Vol.1, No.2, pp.81-93 DOI |
5 | Rybnikov, A.M (1990), 'Experimental investigations of bearing capacity of bored-case-in-place taperd piles', Soil Mechanics and Foundation Engineering, Vol.27, pp.48-51 DOI |
6 | Aoki, N. and Velloso, D. A. (1975), 'An approximate method to estimate the bearing capacity of piles', Proceedings of 5thPan-American Conference of Soil Mechanics and Foundation Engineering, Bueno Aires, Vol.1, pp.367-376 |
7 | 한국전력 (2006), 가공송전용 강관주 철탑기초 설계기준 수립연구, 한국전력 |
8 | Schmertmann, J. H. (1978), 'Guidelines for Cone Penetration Test, Performance and Design', U.S. Department of Transportation, FHWA- TS-78-209 |
9 | Wei, J. and EI Naggar, H. (1998), 'Experimental study of axial behaviour of tapered piles', Canadian Geotechnical Journal, Vol.35, No.4, pp.64 1-654 DOI ScienceOn |