Investigation on the Penetration Resistance of Suction Bucket Foundation in Sand using Model Test |
Kim, Keunsoo
(Coastal Development & Ocean Energy Research Division, Korea Institute of Ocean Science & Technology)
Kwon, Osoon (Coastal Development & Ocean Energy Research Division, Korea Institute of Ocean Science & Technology) Oh, Myounghak (Coastal Development & Ocean Energy Research Division, Korea Institute of Ocean Science & Technology) Jang, Insung (Coastal Development & Ocean Energy Research Division, Korea Institute of Ocean Science & Technology) |
1 | Vesic, A. S. (1973), Analysis of ultimate loads of shallow foundations, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, Vol. 99, No. SM1, pp. 45-73. |
2 | Tran, M. N. and Randolph, M. F. (2008), Variation of suction pressure during caisson installation, Geotechnique, Vol. 58, No. 1, pp. 1-11. DOI ScienceOn |
3 | Oh, S. N. (1993), A study on estimation of shear strength parameters using cone index, Master's thesis, Seoul National University, pp. 32-47 (in Korean). |
4 | Cerato, A. B. and Lutenegger, A. J. (2007), Scale effects of shallow foundation bearing capacity on granular material, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No. 10, pp. 1192-1202. DOI ScienceOn |
5 | Houlsby, G. T. and Byrne, B. W. (2005), Design procedures for installation of suction caissons in sand, Proc. of the ICE, Geotechnical Engineering, Vol. 158, No. 3, pp. 135-144. DOI ScienceOn |
6 | Houlsby, G. T., Ibsen, L. B. and Byrne, B. W. (2005), Suction caissons for wind turbines, Proc. International Symposium Frontiers in Offshore Geotechnics - ISFOG, Taylor and Francis, Perth, Australia, pp. 75-93. |
7 | Bang, S., Preber, T., Cho, Y., Thomason, J., Karnoski, S. R. and Taylor, R. J. (2000), Suction piles for mooring of mobile offshore bases, Marine Structures, Vol. 13, No. 5. pp. 367-382. |
8 | Caquot, A. and Kerisel, J. (1953), Sur le terme de surface dans le calcul des fondations en milieu pulverulent, Proc. Third International Conference on Soil Mechanics and Foundation Engineering, Zurich, Vol. 1, pp. 336-337. |
9 | Prandtl, L. (1921), Uber die eindringungsfestigkeit (harte) plastischer baustoffe und die festigkeit von schneiden, Zeitschrift fur angewandte Mathematik und Mechanik, Vol, 1, No. 1, pp. 15-20. DOI ScienceOn |
10 | Reissner, H. (1924), Zum erddruckproblem, Proceedings, First International Congress of Applied Mechanics, Delft, pp. 295-311. |
11 | Tran, M. N., Randolph, M. F. and Airey, D. W. (2007), Installation of suction caissons in sand with silt layers, Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, Vol. 133, No. 10, pp. 1183-1191. DOI ScienceOn |
12 | Senders, M. and Randolph, M. F. (2009), CPT-based method for the installation of suction caissons in sand, Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, Vol. 135, No. 1, pp. 14-25. DOI ScienceOn |
13 | Shiraishi, S. (1990), Variation in bearing capacity factors of dense sand assessed by loading tests, Soil and Foundation, Japanese Geotechnical Society, Vol. 30, No. 1, pp. 17-26. |
14 | Tatsuoka, F., Goto, S., Tanska, T., Tani, K. and Kimura, Y. (1997), Particle size effects on bearing capacity of footing on granular material, International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, pp. 133-138. |
15 | Allersma, H. G. B., Hogervorst, J. R. and Pimoulle, M. (2001), Centrifuge modeling of suction pile installation using a percussion technique, Proc. of 11th International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers, Stavanger, Norway, pp. 620-625. |