Monotonic loading of circular surface footings on clay

Appropriate modeling of offshore foundations under monotonic loading is a significant challenge in geotechnical engineering. This paper reports experimental and numerical analyses, specifically investigating the response of circular surface footings during monotonic loading and elastoplastic behavio...

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Bibliographic Details
Published in:Journal of mechanical science and technology 2011, 25(12), , pp.3151-3158
Main Authors: Ibsen, Lars Bo, Barari, Amin
Format: Article
Language:English
Subjects:
Applied sciences
Buildings. Public works
Computer simulation
Control
Displacement
Dynamical Systems
Elastoplasticity
Engineering
Exact sciences and technology
Foundations
Fundamental areas of phenomenology (including applications)
Geotechnics
Hydraulic constructions
Industrial and Production Engineering
Inelasticity (thermoplasticity, viscoplasticity...)
Mathematical models
Mechanical Engineering
Offshore
Offshore engineering
Offshore structure (platforms, tanks, etc.)
Offshore structures
Physics
Solid mechanics
Structural and continuum mechanics
Structure-soil interaction
Vibration
기계공학
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Summary:Appropriate modeling of offshore foundations under monotonic loading is a significant challenge in geotechnical engineering. This paper reports experimental and numerical analyses, specifically investigating the response of circular surface footings during monotonic loading and elastoplastic behavior during reloading. By using the findings presented in this paper, it is possible to extend the model to simulate the vertical-load displacement response of offshore bucket foundations.
ISSN:1738-494X
1976-3824
DOI:10.1007/s12206-011-1001-z