Tensile loading of model caisson foundations for structures on sand
The viability of multiple footing structures that use suction caisson foundations would be improved if the up-wind leg(s) could resist significant tensile loads. In the particular case of offshore wind turbines, large moments are applied at foundation level by the action of wind and waves on the str...
المؤلفون الرئيسيون: | Kelly, R, Byrne, B, Houlsby, G, Martin, C |
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التنسيق: | Conference item |
منشور في: |
2004
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مواد مشابهة
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The tensile capacity of suction caissons in sand under rapid loading
حسب: Houlsby, G, وآخرون
منشور في: (2005) -
Pressure chamber testing of model caisson foundations in sand
حسب: Kelly, R, وآخرون
منشور في: (2003) -
A comparison of field and laboratory tests of caisson foundations in sand and clay
حسب: Kelly, R, وآخرون
منشور في: (2006) -
A comparison of field and laboratory tests of caisson foundations in sand and clay
حسب: Kelly, R, وآخرون
منشور في: (2006) -
Drained behaviour of suction caisson foundations on very dense sand
حسب: Byrne, B, وآخرون
منشور في: (1999)