참고문헌
- Baligh, M.M. and Scott, R.F. (1976), "Analysis of Wedge Penetration in Clay", Geotechnique, Vol.26, No.1, pp.185-208. https://doi.org/10.1680/geot.1976.26.1.185
- Berry, D.S. (1935), "Stability of Granular Mixtures", ASTM, Vol. 35, pp.491-507.
- Bolton, M.D. (1986), "The Strength and Dilatancy of Sands", Geotechnique, Vol.36, No.1, pp.65-78. https://doi.org/10.1680/geot.1986.36.1.65
- Cassidy, M. and Houlsby, G. (2002), "Vertical Bearing Capacity Factors for Conical Footings on Sand", Geotechnique, Vol.52, No.9, pp.687-692. https://doi.org/10.1680/geot.2002.52.9.687
- 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. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:10(1192)
- De Beer, E. (1963), "The Scale Effect in the Transposition of the Results of Deep-sounding Tests on the Ultimate Bearing Capacity of Piles and Caisson Foundations", Geotechnique, Vol.13, No.1, pp.39-75. https://doi.org/10.1680/geot.1963.13.1.39
-
Frydman, S. and Burd, H.J. (1997), "Numerical Studies of Bearingcapacity Factor N
${\gamma}$ ", Journal of Geotechnical and Geoenvironmental Engineering, Vol.123, No.1, pp.20-29. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:1(20) - Gottardi, G., Houlsby, G., and Butterfield, R. (1999), "Plastic Response of Circular Footings on Sand under General Planar Loading", Geotechnique, Vol.49, No.4, pp.453-470. https://doi.org/10.1680/geot.1999.49.4.453
- Govoni, L., Gourvenec, S., and Gottardi, G. (2010), "Centrifuge Modeling of Circular Shallow Foundations on Sand", International Journal of Physical Modelling in Geotechnics, Vol.10, No.2, pp. 35-46. https://doi.org/10.1680/ijpmg.2010.10.2.35
- Hansen, J.B. (1970), "A Revised and Extended Formula for Bearing Capacity", Akademiet for de Tekniske Videnskaber, Vol.28, pp.5-11.
- Hossain, M. and Randolph, M. (2010a), "Deep-penetrating Spudcan Foundations on Layered Clays: Centrifuge Tests", Geotechnique, Vol.60, No.3, pp.157-170. https://doi.org/10.1680/geot.8.P.039
- Hossain, M. and Randolph, M. (2010b), "Deep-penetrating Spudcan Foundations on Layered Clays: numerical analysis", Geotechnique, Vol.60, No.3, pp.171-184. https://doi.org/10.1680/geot.8.P.040
- Hossain, M.S. and Dong, X. (2013), "Extraction of Spudcan Foundations in Single and Multilayer Soils", Journal of Geotechnical and Geoenvironmental Engineering, Vol.140, No.1, pp.170-184.
- Houlsby, G. and Martin, C. (2003), "Undrained Bearing Capacity Factors for Conical Footings on Clay", Geotechnique, Vol.53, No. 5, pp.513-520. https://doi.org/10.1680/geot.2003.53.5.513
- Houlsby, G. and Wroth, C. (1984), "Calculation of Stresses on Shallow Penetrometers and Footings", Proc IUTAM/IUGG Seabed Mechanics, Newcastle, pp.107-112.
- Hu, P., Stanier, S., Cassidy, M., and Wang, D. (2013), "Predicting Peak Resistance of Spudcan Penetrating Sand Overlying Clay", Journal of Geotechnical and Geoenvironmental Engineering, Vol. 140, No.2, 04013009. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001016
- InSafeJIP (2011), InSafeJIP: Improved guidelines for the prediction of geotechnical performance of spudcan foundations during installation and removal of jack-up units, RPS Energy.
- ISO (2009), Petroleum and natural gas industries-Site-specific assessment of mobile offshore units-, International Organization for Standardization.
- Martin, C. and Houlsby, G. (2000), "Combined Loading of Spudcan Foundations on Clay: Laboratory Tests", Geotechnique, Vol.50, No.4, pp.325-338. https://doi.org/10.1680/geot.2000.50.4.325
- Martin, C.M. (1994), Physical and Numerical Modelling of Offshore Foundations under Combined Loads, PhD thesis, University of Oxford, UK.
- Meyerhof, G.G. (1963), "Some Recent Research on the Bearing Capacity of Foundations", Canadian Geotechnical Journal, Vol. 1, No.1, pp.16-26. https://doi.org/10.1139/t63-003
- Ports, D. and Zdravkovic, L. (2001), "Finite Element Analysis in Geotechnical Engineering": Thomas Telford, London.
- Randolph, M., Jamiolkowski, M., and Zdravkovic, L. (2004), "Load Carrying Capacity of Foundations", Proc. Skempton Memorial Conf., London, 1, pp.207-240.
- Rapoport, V. and Young, A. (1985), "Uplift Capacity of Shallow Offshore Foundations", Uplift Behavior of Anchor Foundations in Soil:: ASCE, pp.73-85.
- SNAME (2008), Guideline for site specific assessment of mobile jack-up units, The society of naval architects & marine engineers, New Jersy, City, NJ, USA.
- Tan, F. (1990), Centrifuge and numerical modelling of conical footings on sand, PhD thesis, University of Cambridge, UK.
- Teh, K. and Leung, C. (2010), "Centrifuge Model Study of Apudcan Penetration in Sand Overlying Clay", Geotechnique, Vol.60, No. 11, pp.825-842. https://doi.org/10.1680/geot.8.P.077
- Terzaghi, K. (1943), Theory of Consolidation, Wiley Online Library.
- Vesic, A. (1975), "Bearing Capacity of Shallow Foundations, Foundation Engineering Handbook, Winterkorn and Fang, Ed": Van Nostrand Reinhold Company, New York.
- Vesic, A.S. (1969), Breakout resistance of objects embedded in ocean bottom, DTIC Document.
- Zhang, Y., Bienen, B., Cassidy, M.J., and Gourvenec, S. (2011), "The Undrained Bearing Capacity of a Spudcan Foundation under Combined Loading in Soft Clay", Marine Structures, Vol.24, No. 4, pp.459-477. https://doi.org/10.1016/j.marstruc.2011.06.002