References
- Brinkgreve, R., Vermeer, P. and Bakker, K. (1998), Plaxis: Finite element code for soil and rock analyses:[user's Guide], AA Balkema, pp. 1-376.
- Byrne, B. and Houlsby, G. (2001), Observations of footing behaviour on loose carbonate sands, Geotechnique, Vol. 51, No. 5, pp. 463-466. https://doi.org/10.1680/geot.2001.51.5.463
- Drescher, A. and Michalowski, R. L. (2009), Shape factor sr for shallow footings, Geomechanics and Engineering, Vol. 1, No. 2, pp. 113-120. https://doi.org/10.12989/gae.2009.1.2.113
- Dunham, J. (1954), Pile foundations for buildings, Journal of the Soil Mechanics and Foundations Division, Vol. 80, No. 1, pp. 1-21.
- 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
- Hanna, A. and Meyerhof, G. (1980), Design charts for ultimate bearing capacity of foundations on sand overlying soft clay, Canadian Geotechnical Journal, Vol. 17, No. 2, pp. 300-303. https://doi.org/10.1139/t80-030
- 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
- 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
- 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, pp. 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, pp. 1-124.
- ISO (2009), Petroleum and natural gas industries-site-specific assessment of mobile offshore units-, International Organization for Standardization, pp. 1-288.
- Itasca, F. (2011), Fast lagrangian analysis of continua, Minneapolis, pp. 1-3058.
-
Kim, D.-J., Youn, J.-U., Jee, S.-H., Choi, J., Lee, J.-S. and Kim, D.-S. (2014), Numerical studies on bearing capacity factor
$N{\gamma}$ and shape factor of strip and circular footings on sand according to dilatancy angle, Journal of the Korean Geotechnical Society, Vol. 30, No. 1, pp. 49-63 (in Korean). https://doi.org/10.7843/kgs.2014.30.1.49 - Kim, S. R. (2012), Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay, Ocean Engineering, Vol. 52, pp. 75-82. https://doi.org/10.1016/j.oceaneng.2012.06.001
- Kohan, O., Gaudin, C., Cassidy, M. J. and Bienen, B. (2014), Spudcan extraction from deep embedment in soft clay, Applied Ocean Research, Vol. 48, pp. 126-136. https://doi.org/10.1016/j.apor.2014.08.001
- Loukidis, D. and Salgado, R. (2009), Bearing capacity of strip and circular footings in sand using finite elements, Computers and Geotechnics, Vol. 36, No. 5, pp. 871-879. https://doi.org/10.1016/j.compgeo.2009.01.012
- Martin, C. M. (1994), Physical and numerical modelling of offshore foundations under combined loads, University of Oxford, pp. 1-306.
- 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
- MICHALOWSKIC, R. (2001), Upper-bound load estimates on square and rectangular footings, Geotechnique, Vol. 51, No. 9, pp. 787-798. https://doi.org/10.1680/geot.2001.51.9.787
- Mitchell, J. K. and Gardner, W. S. (1975), In situ measurement of volume change characteristics, In Situ Measurement of Soil Properties: ASCE, pp. 279.
- PLAXIS-B.V. (2010), PLAXIS 3D reference manual: Delft, Netherlands: Plaxis Company, pp. 1-364.
- Purwana, O., Leung, C., Chow, Y. and Foo, K. (2005), Influence of base suction on extraction of jack-up spudcans, Geotechnique, Vol. 55, No. 10, pp. 741-753. https://doi.org/10.1680/geot.2005.55.10.741
- SNAME (2008), Guideline for site specific assessment of mobile jack-up units, The society of naval architects & marine engineers, New Jersy, City, NJ, USA, pp. 1-366.
- Teh, K. and Leung, C. (2010), Centrifuge model study of spudcan penetration in sand overlying clay, Geotechnique, Vol. 60, No. 11, pp. 825-842. https://doi.org/10.1680/geot.8.P.077
- Teh, K., Leung, C. and Chow, Y. (2007), Some considerations for predicting spudcan penetration resistance in two-layered soil using miniature penetrometer, Offshore site investigation and geotechnics, Confronting New Challenges and Sharing Knowledge: Society of Underwater Technology, pp. 47-52.
- Terzaghi, K. (1943), Theory of consolidation, Wiley Online Library, pp. 1-510.
- Vesic, A. (1975), Bearing capacity of shallow foundations, foundation engineering handbook, Winterkorn and Fang, Ed: Van Nostrand Reinhold Company, New York, pp. 121-147.
- 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
- Zhao, J., Duan, M., Zhang, A., Wang, F. and Zhang, M. (2014), Bearing capacity of square spudcan of jack-up rig based on a three-dimensional failure mechanism, Ships and Offshore Structures, Vol. 9, No. 2, pp. 149-160. https://doi.org/10.1080/17445302.2012.752126
Cited by
- Reinforcing Effects of Ring Plates on a Detachable Spudcan Subjected to Eccentric Load vol.21, pp.5, 2016, https://doi.org/10.9798/kosham.2021.21.5.191