Modified vertical bearing capacity for circular foundations in sand using reduced friction angle

Author:

Ibsen L.B.,Barari A.,Larsen K.A.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference18 articles.

1. Abdel-Rahman, K., Achmus, M., 2005. Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany. International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Perth, Australia.

2. Achmus, M., Abdel-Rahman, K., 2005. Design of monopile foundations for offshore wind energy plants. 11th International Coloquium on Structural and Geotechnical Engineering, Cairo, Egypt.

3. Byrne, B.W., Houlsby, G.T., 1999. Drained behaviour of suction caisson foundations on very dense sand. Offshore Technology Conference, May.

4. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil;Bolton;Can. Geotech. J.,1993

5. Clausen, J., Damkilde, L., Krabbenhoft, K., 2007. Efficient finite element calculation of Ngamma. Proceedings of the 11th International Conference on Civil, Structural and Environmental Computing. Barry H.V Topping (Ed). Civil Comp Press.

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