참고문헌
- American Petroleum Institute(API), 2000. API Recommend and practice 2A planning, designing and constructing fixed offshore platforms-working stress design. API: Washington, D.C., USA.
- Aubeny, C.P., Han, S.W. & Murff, J.D., 2003. Inclined load capacity of suction caissons. International Journal for Numerical and Analytical Methods in Geomechanics, 27, pp.1235-1254. https://doi.org/10.1002/nag.319
- Bai, Y. & Bai, Q., 2012. Subsea structural engineering hand book. Elsevier: Oxford, UK.
- Bang, S. & Smith, G., 1998. Use of suction piles for mooring of mobile offshore bases(ONR Grant No. N00014-97-1-0887). South Dakota School of Mines and Technology: Rapid City, USA.
- Bransby, M.F. & Randolph, M.F., 1997. Shallow foundations subject to combined loadings. Proceeding 9th International Conference on Computer Methods and Advances in Geomechanics, Wuhan China, 2-7 November 1997, pp.1947-1952.
- Byrne, B.W., 2000. Investigation of suction caissons in dense sand. Ph.D. Thesis. University of Oxford.
- Cox, J., Coomes, C., DiMarco, S., Donohue, K., Forristall, G., Hamilton, P., Leben, R. & Watts, D.R., 2010. OCS Study BOEMRE 2010-041: Study of deepwater currents in the eastern gulf of mexico. U.S. Department of the Interior.
- Deng, W. & Carter, J.P., 1999. Research Report No R798: Analysis of suction caissons in uniform soils subjected to inclined uplift loading. Department of Civil Engineering, Centre of Geotechnical Research, The University of Sydney: Sydney.
- Det Norske Veritas(DNV), 2010. Recommend and practice DNV-RP-C205: Environmental conditions and environmental loads. DNV: Oslo, Norway.
- Fugro-McClelland Marine Geosciences, Inc(FMMG), 2006. Geotechnical investigation, Gulf of Mexico gas hydrates jip, Blocks 13 and 14, Atwater Valley area, Blocks 151, Keathley Canyon area, Gulf of Mexcio, result of core sample analysis, standard and advanced laboratory testing. FMMG Report No 0201-5081.
- Gourvenes, S. & Jensen, K., 2009. Effect of embedment and spacing of cojoined skirted foundation systems on undrained limit states under general loading. International Journal of Geomechanics, 9(6), pp.267-279. https://doi.org/10.1061/(ASCE)1532-3641(2009)9:6(267)
- Hung, L.C. & Kim, S.R., 2012. Evaluation of vertical and horizontal bearing capacities of bucket foundations in Clay. Ocean Engineering, 52, pp.75-82. https://doi.org/10.1016/j.oceaneng.2012.06.001
- Kwon, D.H. & Seo, Y.K., 2017. Numerical analysis of peak uplift resistance of buried pipeline in sand and soft clay. Journal of Ocean Engineering and Technology, 31(3), pp.227-232. https://doi.org/10.5574/KSOE.2017.31.3.227
- Le, C.H., Jeong, J.U. & Kim, S.R., 2011. Numerical analysis on bearing capacity of a suction bucket in clay. Journal of the Korean Geotechnical Society, 27(10), pp.25-33. https://doi.org/10.7843/kgs.2011.27.10.025
- Mansur, C.I. & Kaufman, R.I., 1956. Pile tests, Low-Sill structure, Old River, Louisiana. Journal of the Soil Mechanics and Foundation Division, 82(4), pp.1-33.
- Park, S.Y. & Choung, J., 2015. Basic design of deep subsea manifold frame structure for oil production. Journal of Ocean Engineering and Technology, 29(3), pp.207-216. https://doi.org/10.5574/KSOE.2015.29.3.207
- Ryu, D.M. & Seo, Y.K., 2012. Analysis of loading rate capacity of plate anchor in sand. Journal of Ocean Engineering and Technology, 26(5), pp.31-39. https://doi.org/10.5574/KSOE.2012.26.5.031
- Seo, Y.K. & Ryu, D.M., 2013. Ultimate capacity of plate anchor on loading rate capacity in clay. Journal of Ocean Engineering and Technology, 27(3), pp.15-21. https://doi.org/10.5574/KSOE.2013.27.3.015
- Shin, M.B. & Seo, Y.K., 2012. Impact characteristics of subsea pipeline considering seabed properties and burial depth. Journal of Ocean Engineering and Technology, 31(3), pp.219-226. https://doi.org/10.5574/KSOE.2017.31.3.219
- Simulia, 2008. Abaqus user manual. Simulia: Providence, USA.
- Taiebat, H.A. & Carter, J.P., 2000. Numerical studies of the bearing capcity of shallow foundations on cohesive soil subjected to combined Loading. Geotechnique, 50(4), pp.409-418. https://doi.org/10.1680/geot.2000.50.4.409
- Tjelta, T.I., Aas, P.M., Hermstad, J. & Andenaes, E., 1990. The skirt piled gullfaks C platform installation. Proceeding of 22nd Annual Offshore Technology Cenference, Houston USA, 7-10 May 1990, pp.453-462.
- Wanf, D. & Jin, X., 2008. Failure loci of suction caisson foundations under combined loading conditions. China Ocean Engineering, 22(3), pp.455-464.
- Woo, S.H., Lee, K.S. & Choung, J., 2017. Design of subsea manifold protective structure against dropped object impacts. Journal of Ocean Engineering and Technology, 31(3), pp.233-240. https://doi.org/10.5574/KSOE.2017.31.3.233
- Yun G. & Bransby, M. F., 2007. The undrained vertical bearing capacity of skirted foundations. Soils and Foundations, 47(3), pp.493-505. https://doi.org/10.3208/sandf.47.493
- Zhan, Y. G. & Liu, F. C., 2010. Numerical analysis of bearing capacity of suction bucket foundation for offshore wind turbines. Electronic Journal of Geotechnical Engineering, 12, pp.633-644.