320
Views
7
CrossRef citations to date
0
Altmetric
Original Articles

The undrained vertical and horizontal bearing capacity of internal skirted foundation in clay

, , , &
Pages 1302-1319 | Received 22 Apr 2015, Accepted 06 Mar 2018, Published online: 03 May 2018

References

  • Bang, S. C., & Cho, Y. K. (2001). Ultimate horizontal loading capacity of suction piles. In Proceedings of the 11th international offshore and polar engineering conference (pp. 552–559), Stavanger.
  • Bienen, B., Gaudin, C., Cassidy, M. J., Rausch, L., Purwana, O. A., & Krisdani, H. (2012). Numerical modelling of a hybrid skirted foundation under combined loading. Computers and Geotechnics., 45, 127–139.
  • Bransby, M. F., & Randolph, M. F. (1997). Shallow foundations subject to combined loadings. Proceedings of the 9th international conference on computer methods and advances in geomechanics, Wuhan, 3, 1947–1956.
  • Bransby, M. F., & Randolph, M. F. (1998). Combined loading of skirted foundations. Geotechnique, 48(5), 637–655.10.1680/geot.1998.48.5.637
  • Bransby, M. F., & Randolph, M. F. (1999). The effect of embedment depth on the undrained response of skirted foundations to combined loading. Soils and Foundations, 39(4), 19–33.10.3208/sandf.39.4_19
  • Bransby, M. F., & Yun, G. (2009). The undrained capacity of skirted strip foundations under combined loading. Geotechnique, 59(2), 115–125.10.1680/geot.2007.00098
  • Butterfield, R., Houlsby, G. T., & Gottardi, G. (1997). Standardized sign conventions and notation for generally loaded foundations. Geotechnique, 47(5), 1051–1054.10.1680/geot.1997.47.5.1051
  • Byrne, B. W., & Cassidy, M. J. (2002). Investigating the response of offshore foundations in soft clay soils. Proceedings of the 21st international conference on offshore mechanics and arctic engineering OMAE’02, Oslo, Paper OMAE2002-28057.
  • Dabis, E. H., & Booker, J. R. (1973). The effect of increasing strength with depth on the bearing capacity of clays. Geotechnique, 23(4), 551–563.
  • Das, B. M. (1999). Principles of foundations engineering, 4th edition, 152–217.
  • Davarci, B., Ornek, M., & Turedi, Y. (2014). Model studies of multi-edge footings on geogrid-reinforced sand. European Journal of Environmental and Civil Engineering, 18(2), 190–205.10.1080/19648189.2013.854726
  • Eason, G., & Shield, R. T. (1960). The plastic indentation of a semi-infinite solid by a perfectly rough circular punch. Zeitschrift fur Angewandte Mathematik und Physik, 11, 33–43.10.1007/BF01591800
  • Elkhatib, S., & Randolph, M. F. (2004). Finite element modelling of drag-in plate anchors in clay. 9th International Symposium on numerical methods in Geomechanic, Ottawa.
  • Gourvenec, S. (2008). Effect of embedment on the undrained capacity of shallow foundations under general loading. Geotechnique, 58(3), 177–185.10.1680/geot.2008.58.3.177
  • Gourvenec, S., & Barnett, S. (2011). Undrained failure envelope for skirted foundations under general loading. Geotechnique, 61(3), 263–270.10.1680/geot.9.T.027
  • Gourvenec, 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), 267–279.10.1061/(ASCE)1532-3641(2009)9:6(267)
  • Gourvenec, S., & Mana, D. S. K. (2011). Undrained vertical bearing capacity factors for shallow foundations. Geotechnique Letters, 1, 101–108.10.1680/geolett.11.00026
  • Gourvenec, S., & Randolph, M. F. (2003). Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay. Geotechnique, 53(6), 575–586.10.1680/geot.2003.53.6.575
  • Houlsby, G. T., & Worth, C. P.. (1983). Calculation of stresses on shallow penetrometers and footings. In Proceedings of the IUTAM/IUGG Symposium on Seabed Mechanics (pp. 107–112), Newcastle upon Tyne, September.
  • Houlsby, G. T., Ibsen, L. B., & Byrne, B. B. (2005). Suction caissions for wind turbines. In Cassidy Gourvenec (Ed.), Frontiers in offshore geotechnics: ISFOG 2005. London: Taylors and Francis group.
  • Hu, Y., & Randolph, M. F. (2002). Bearing capacity of caisson foundations on normally consolidated clay. Soils and Foundations, 42(5), 71–77.10.3208/sandf.42.5_71
  • Le, C. H., & Sung, R. K. (2012). Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay. Ocean engineering., 52, 75–82.
  • Luke, A. M., Rauch, A. F., Olson, R. E., & Mecham, E. C. (2005). Components of suction caisson capacity measured in axial pullout tests. Ocean Engineering, 32, 878–891.10.1016/j.oceaneng.2004.10.007
  • Monajemi, H., & Razak, H. A. (2009). Finite element modeling of suction anchors under combined loading. Marine Structures, 22(4), 660–669.10.1016/j.marstruc.2009.02.001
  • O’Neill, M. P., Bransby, M. F., & Randolph, M. F. (2003). Drag anchor fluke–soil interaction in clays. Canadian Geotechnical Journal., 40(1), 78–94.10.1139/t02-096
  • Reese, L. C., & Sullivan, W. R. (1980). Documentation of computer program COM 624 (pp. 297–325). The University of Texas.
  • Skemptom, A. W. (1951). The bearing capacity of clays. Proceedings Building Research Congress, 1, 180–189.
  • Sukumaran, B., McCarron, W. O., Jeanjean, P., & Abouseeda, H. (1999). Efficient finite element techniques for limit analysis of suction caissons under lateral loads. Computers and Geotechnics, 24, 89–107.10.1016/S0266-352X(98)00036-6
  • Taiebat, H. A., & Carter, J. P. (2000). Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading. Geotechnique, 50(4), 409–418.10.1680/geot.2000.50.4.409
  • Tani, K., & Craig, W. H. (1995). Bearing capacity of circular foundations on soft clay of strength increasing with depth. Soils and Foundations, 35(4), 21–35.10.3208/sandf.35.4_21
  • Tjelta, T. I., & Haaland, G. (1993). Novel foundation concept for a jacket finding its place. Offshore Site Investigation and Foundation Behaviour, 28, 717–728.10.1007/978-94-017-2473-9
  • Villalobos, F. A., Byrne, B. W., & Houlsby, G. T. (2010). Model testing of suction caissons in clay subjected to vertical loading. Appl. OceanRes., 32, 414–424.
  • Yun, G., & Bransby, M. F. (2007a). The horizontal-moment capacity of embedded foundations in undrained soil. Canadian Geotechnical Journal, 44(4), 409–424.10.1139/t06-126
  • Yun, G., & Bransby, M. F. (2007b). The undrained vertical bearing capacity of skirted foundations. Soils and Foundations, 47(3), 493–505.10.3208/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, 15, 633–644.
  • Zhang, L. Y., Silva, F., & Grismala, G. (2005). Ultimate lateral resistance to piles in cohesionless soils. Journal of Geotechnical and Geoenvironmental Engineering, 131(1), 78–83.10.1061/(ASCE)1090-0241(2005)131:1(78)
  • Zhang, Y. H., Britta, B., Mark, J. C., & Susan, G. (2011). The undrained bearing capacity of a spudcan foundation under combined loading in soft clay. Marine Structures, 24(4), 459–477.10.1016/j.marstruc.2011.06.002

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.