Results 141 to 150 of about 347 (172)
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Case studies on suction caisson foundations in offshore wind farms in China
International Journal of Geotechnical Engineering, 2020Suction caissons are cylindrical-shaped foundation elements closed at the top and open at the bottom which are almost completely embedded with their cylindrical part in the soil.
Ben He, Shaoli Yang, Hendrik Sturm
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Installation of Bucket Foundations and Suction Caissons in Sand - Geotechnical Performance
Offshore Technology Conference, 1999Abstract This paper describes the important geotechnical principles relating to the installation of bucket foundations in dense sand, where 'suction' pressures are applied to both increase the static driving force, and more importantly, to degrade the penetration resistance. The paper will present a series of finite
C.T. Erbrich, T.I. Tjelta
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Suction Caisson Foundation Design for Vortex-Induced Vibration Loading
All Days, 2003Abstract Vortex induced vibration (VIV) can be an important source of loading on deepwater production structures, and one that is drawing increased attention in recent times. The fact that cyclic loading due to VIV can be an important foundation design issue is discussed for the first time in this paper.
Zaid Al Khafaji +5 more
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Numerical Simulation of Ultimate Capacity of Suction Caisson Foundations by FEM
Applied Mechanics and Materials, 2012As a newly developed type of foundation for deep water offshore and marine engineering, the suction caisson is usually subjected to combined loading of vertically uplift load, horizontal load and moment. Performance evaluation and design theory for such a new type of foundation can not meet the basic requirements of engineering practice sufficiently at
Zhi Yun Wang, Yue Sun, Chuan Cheng Wang
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Géotechnique, 2014
The response of wind turbines founded on suction caissons and subjected to lateral monotonic, cyclic and earthquake loading is studied with due consideration of the role of soil–sidewall adhesion, using non-linear three-dimensional finite-element analyses.
KOURKOULIS, R.S. +3 more
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The response of wind turbines founded on suction caissons and subjected to lateral monotonic, cyclic and earthquake loading is studied with due consideration of the role of soil–sidewall adhesion, using non-linear three-dimensional finite-element analyses.
KOURKOULIS, R.S. +3 more
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Estimation of elastic and non-linear stiffness coefficients for suction caisson foundations
2015ABSTRACT This paper investigates the stiffness of suction caisson foundations both in the elastic domain and when considering material and interface nonlinearities. First, at small strains, expressions from the literature are used to identify the stiffness matrix of a solid embedded foundation. Following, expressions for the stiffness
F.M. Gelagoti +3 more
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Model tests on performance of offshore wind turbine with suction caisson foundation in sand
Marine Georesources & Geotechnology, 2019The performance of steel caisson during and after installation with different penetration velocities in medium dense sand is presented.
Hai-lei Kou +4 more
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Deflection-Based Bearing Capacity of Suction Caisson Foundations of Offshore Wind Turbines
Journal of Geotechnical and Geoenvironmental Engineering, 2014AbstractThe monocaisson foundation has become an important choice with the increasing demand of offshore wind turbines constructed in silt and sand seabeds in China. To guarantee the normal operation of the wind turbine, the angular rotation of the foundation should be strictly controlled.
Bin Zhu +3 more
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Volume 2: Structures, Safety and Reliability, 2008
This paper gives the results of an investigation into the performance of the suction caisson foundations for jacket platforms in the Persian Gulf under quasi static environmental wave loading. A numerical approach has been chosen to study the subject. The installation phase has not been analysed, so the suction caisson foundations have been considered ...
M. Zeinoddini, B. Saeidi, G. A. R. Parke
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This paper gives the results of an investigation into the performance of the suction caisson foundations for jacket platforms in the Persian Gulf under quasi static environmental wave loading. A numerical approach has been chosen to study the subject. The installation phase has not been analysed, so the suction caisson foundations have been considered ...
M. Zeinoddini, B. Saeidi, G. A. R. Parke
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Site-wide automated sizing of suction caisson foundations
2022Marijn Dekker +2 more
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