The behaviour of spudcan footings on clay subjected to combined cyclic loading
This paper presents an improved numerical 'force resultant model' for spudcan foundations that can be used within a structural analysis of a mobile drilling unit. The model incorporates hysteretic behaviour for pre-yield 'elastic' movements by using a hyperplasticity formulation...
المؤلفون الرئيسيون: | Vlahos, G, Cassidy, M, Byrne, B |
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التنسيق: | Journal article |
اللغة: | English |
منشور في: |
2006
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مواد مشابهة
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A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay
حسب: Cassidy, M, وآخرون
منشور في: (2004) -
Combined loading of spudcan foundations on clay: numerical modelling
حسب: Martin, C, وآخرون
منشور في: (2001) -
Combined loading of spudcan foundations on clay: laboratory tests
حسب: Martin, C, وآخرون
منشور في: (2000) -
Implementation of a force-resultant model describing spudcan load-displacement behaviour using an implicit integration scheme
حسب: Vlahos, G, وآخرون
منشور في: (2008) -
Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour
حسب: Martin, C, وآخرون
منشور في: (1999)