Gotowe bibliografie tematyczne / Offshore foundations

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Gotowa bibliografia na temat „Offshore foundations”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 21 lutego 2023

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Artykuły w czasopismach na temat "Offshore foundations"

Vølund, Per. "Concrete is the Future for Offshore Foundations." Wind Engineering 29, no. 6 (December 2005): 531–63. http://dx.doi.org/10.1260/030952405776234571.

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This paper compares the costs of using concrete foundations against steel monopile foundations for offshore wind turbines, and argues that concrete foundations will be cheaper. Most offshore windfarms have steel monopile foundations, but in Denmark concrete gravity foundations have been used with success. Two projects have tendered for steel monopiles and for concrete foundations and have implemented the concrete foundations that proved cheaper. No project has tendered for both foundation concepts and chosen steel monopiles. Nysted Offshore Windfarm with concrete foundations has the cheapest f

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Esteban, M., José-Santos López-Gutiérrez, and Vicente Negro. "Gravity-Based Foundations in the Offshore Wind Sector." Journal of Marine Science and Engineering 7, no. 3 (March 12, 2019): 64. http://dx.doi.org/10.3390/jmse7030064.

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In recent years, the offshore wind industry has seen an important boost that is expected to continue in the coming years. In order for the offshore wind industry to achieve adequate development, it is essential to solve some existing uncertainties, some of which relate to foundations. These foundations are important for this type of project. As foundations represent approximately 35% of the total cost of an offshore wind project, it is essential that they receive special attention. There are different types of foundations that are used in the offshore wind industry. The most common types are s

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Schneider, James A., and Marc Senders. "Foundation Design: A Comparison of Oil and Gas Platforms with Offshore Wind Turbines." Marine Technology Society Journal 44, no. 1 (January 1, 2010): 32–51. http://dx.doi.org/10.4031/mtsj.44.1.5.

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AbstractThe offshore oil and gas (O&G) industry has over 70 years of experience developing innovative structures and foundation concepts for engineering in the marine environment. The evolution of these structures has strongly been influenced by water depth as well as soil conditions in the area of initial developments. As the offshore wind industry expands from the glacial soil deposits of the North and Baltic Seas, experience from the O&G industry can be used to aid a smooth transition to new areas. This paper presents an introduction to issues that influence how design and construct

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Barari, Amin, Britta Bienen, Domenico Lombardi, and Shinji Sassa. "Offshore Wind Turbine Foundations." Soils and Foundations 61, no. 2 (April 2021): 621–22. http://dx.doi.org/10.1016/j.sandf.2020.12.004.

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Ding, Hongyan, Yanjian Peng, Puyang Zhang, Hanbo Zhai, and Nan Jia. "Model Tests on the Penetration Resistance of Bucket Foundations for Offshore Wind Turbines in Sand." Journal of Marine Science and Engineering 8, no. 5 (May 22, 2020): 368. http://dx.doi.org/10.3390/jmse8050368.

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Driven by the rapid development of offshore wind farms, bucket foundations have come to constitute a very promising form of foundation for offshore wind turbines, mainly owing to their efficient construction. However, the penetration resistance of the suction penetration of a bucket foundation, when calculated inaccurately, may lead to installation failure of the foundation. In this study, model tests were performed on the suction penetration of a mono-bucket mono-compartment foundation and a mono-bucket multi-compartment foundation in saturated fine marine sand, aiming to compare their penetr

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Iwicki, Piotr, and Jarosław Przewłócki. "Short Review and 3-D FEM Analysis of Basic Types of Foundation for Offshore Wind Turbines." Polish Maritime Research 27, no. 3 (September 1, 2020): 31–39. http://dx.doi.org/10.2478/pomr-2020-0044.

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AbstractSome problems of the foundations of offshore wind turbines are considered in this paper. A short review is presented on the two basic types of foundations, i.e. monopiles and gravity foundations, including their basic features and applications as well as general design considerations. Also, some issues regarding analysis are discussed, including geotechnical problems and modelling techniques. A numerical model of offshores turbine and some preliminary computations are presented. Finite element analysis was carried out for wind turbines supported on both gravity and monopile foundations

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Moller, Anders. "Efficient Offshore Wind Turbine Foundations." Wind Engineering 29, no. 5 (September 2005): 463–69. http://dx.doi.org/10.1260/030952405775992580.

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In the oil and gas industry, the foundations of offshore platforms have, for decades, used the grouted technique. This technology has now been transferred into the offshore wind turbine industry. This paper gives details of the use of the technology in some of the first offshore windfarms in Europe and considers future design possibilities.

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Lavanya, C., and Nandyala Darga Kumar. "Foundation Types for Land and Offshore Sustainable Wind Energy Turbine Towers." E3S Web of Conferences 184 (2020): 01094. http://dx.doi.org/10.1051/e3sconf/202018401094.

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Wind energy is the renewable sources of energy and it is used to generate electricity. The wind farms can be constructed on land and offshore where higher wind speeds are prevailing. Most offshore wind farms employ fixed-foundation wind turbines in relatively shallow water. In deep waters floating wind turbines have gained popularity and are recent development. This paper discusses the various types of foundations which are in practice for use in wind turbine towers installed on land and offshore. The applicability of foundations based on depth of seabed and distance of wind farm from the shor

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Byrne, B. W., and G. T. Houlsby. "Foundations for offshore wind turbines." Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences 361, no. 1813 (November 4, 2003): 2909–30. http://dx.doi.org/10.1098/rsta.2003.1286.

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Clauss, G. F., and R. Schmitz. "Flat foundations for offshore platforms." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 27, no. 2 (April 1990): A110. http://dx.doi.org/10.1016/0148-9062(90)95236-t.

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Rozprawy doktorskie na temat "Offshore foundations"

Kopp, Duncan Rath. "Foundations for an offshore wind turbine." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/60766.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 75-76).<br>Worldwide energy demand is growing rapidly, and there is great interest in reducing the current reliance on fossil fuels for uses such as power generation, transportation, and manufacturing. Renewable energy sources, such as solar and wind, are abundant but have very low power densities. The US is in the process of approving its first offshore wind farm, located in Nantucket Sound. Geotechnica

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Floridia, Daniele. "Hybrid foundations for offshore wind turbines." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3284/.

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Nowadays offshore wind turbines represents a valid answer for energy production but with an increasing in costs mainly due to foundation technology required. Hybrid foundations composed by suction caissons over which is welded a tower supporting the nacelle and the blades allows a strong costs reduction. Here a monopod configuration is studied in a sandy soil in a 10 m water depth. Bearing capacity, sliding resistance and pull-out resistance are evaluated. In a second part the installation process occurring in four steps is analysed. considering also the effect of stress enhancement due to fr

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Villalobos, Jara Felipe Alberto. "Model testing of foundations for offshore wind turbines." Thesis, University of Oxford, 2006. http://ora.ox.ac.uk/objects/uuid:438cfe69-c8d4-4630-ab0b-482da5ea2839.

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Suction caissons are a new foundation option for offshore wind turbines. This thesis is focussed on the behaviour of suction caisson foundations in sand and in clay during installation, and under subsequent vertical and combined moment-lateral loadings. The research is based on extensive experimental work carried out using model scaled caissons. The analysis of the results allowed the determination of parameters for hyperplasticity models. Model caissons were vertically loaded in loose and dense sands to study in service states and plastic behaviour. Bearing capacity increased with the length

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El-Gharbawy, Sherif Lotfy. "The pullout capacity of suction caisson foundations /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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Ngo-Tran, Cong Luan. "The analysis of offshore foundations subjected to combined loading." Thesis, University of Oxford, 1996. http://ora.ox.ac.uk/objects/uuid:96a07b7a-58f8-4a5d-9dfd-68509546368c.

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This thesis is concerned with four different types of offshore foundations, namely gravity foundations, jack-up foundations, the mudmats for piled jacket structures and caisson foundations for jacket structures. In most applications, these can be idealised as circular rigid foundations. Unlike onshore foundations, offshore foundations are subjected to large horizontal and moment loads. This research used the finite element method to examine the elastic behaviour and stability of circular footings under combined loading. Due to the circular shape of the footings and the combination of vertical,

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Taiebat, Hossein Ali. "THREE DIMENSIONAL LIQUEFACTION ANALYSIS OF OFFSHORE FOUNDATIONS." Thesis, The University of Sydney, 1999. http://hdl.handle.net/2123/499.

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This thesis presents numerical techniques which have been developed to analyse three dimensional problems in offshore engineering. In particular, the three dimensional liquefaction analysis of offshore foundations on granular soils is the main subject of the thesis. The subject matter is broadly divided into four sections: 1)Development of an efficient method for the three dimensional elasto?plastic finite element analysis of consolidating soil through the use of a discrete Fourier representation of field quantities. 2)Validation of the three dimensional method through analyses of sh

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Taiebat, Hossein Ali. "THREE DIMENSIONAL LIQUEFACTION ANALYSIS OF OFFSHORE FOUNDATIONS." University of Sydney. Civil Engineering, 1999. http://hdl.handle.net/2123/499.

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Mangal, Jan Krishna. "Partially-drained loading of shallow foundations on sand." Thesis, University of Oxford, 1999. http://ora.ox.ac.uk/objects/uuid:205bf0bc-b801-4648-a556-8dba0d113cba.

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Wave loading on offshore structures founded on sand can result in partially drained response of the foundation soil. The characteristics of the rate of loading, the permeability of the soil, and the size of the foundation affect the degree of partial drainage. Partial drainage refers to situations where pore pressures develop in the soil, and the response of the soil is neither fully drained nor undrained. This thesis is concerned with the effects of loading rate, and consequent drainage, on the behaviour of a flat footing that is founded on the surface of a saturated sand base. The results of

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Wilberts, Frauke. "MEASUREMENT DRIVEN FATIGUE ASSESSMENT OF OFFSHORE WIND TURBINE FOUNDATIONS." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-337960.

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The installed capacity of offshore wind turbines in Europe is increasing with the monopile being the most common type of foundation. During its lifetime an offshore wind turbine is exposed to high dynamic loads which eventually can result in the fatigue of the substructure. This thesis will show how the linear damage accumulation approach based on the Miner’s rule can be used to estimate the damage induced on the substructure of an offshore wind turbine using measurements from strain gauges. Furthermore, the most important environmental influences will be illustrated and the different stress c

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Al-Baghdadi, Therar. "Screw piles as offshore foundations : numerical and physical modelling." Thesis, University of Dundee, 2018. https://discovery.dundee.ac.uk/en/studentTheses/336c5661-e871-416d-9d69-4bb4f421bda7.

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In reviewing the recent development of the geotechnical engineering aspects of the offshore wind farm industry, it was found that there is an urgent need for more reliable and cost-effective foundation solutions. In this thesis, screw piles (helical piles) have been proposed as a potential innovative alternative foundation for offshore wind turbines in deeper water. This type of pile has been used widely as foundation and anchor for onshore projects due to their ability to provide high compressive and tensile resistance as well as reduced noise/vibration during installation. In order to adopt

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Książki na temat "Offshore foundations"

Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. Intermediate Offshore Foundations. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840.

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Deepwater foundations and pipeline geomechanics. Ft. Lauderdale, FL: J. Ross Pub., 2011.

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Lesny, Kerstin. Foundations for offshore wind turbines: Tools for planning and design. Essen: VGE Verlag GmbH, 2010.

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Magued, Iskander, Laefer Debra F, Hussein Mohamad H, American Society of Civil Engineers. Geo-Institute, Association of Drilled Shaft Contractors (U.S.), and Pile Driving Contractors Association (U.S.), eds. Contemporary topics in deep foundations: Selected papers from the 2009 International Foundation Congress and Equipment Expo, March 15-19, 2009, Orlando, Florida. Reston, Va: American Society of Civil Engineers, 2009.

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Scour at marine structures: A manual for practical applications. London: Thomas Telford, 1998.

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Jørgen, Fredsøe, ed. The mechanics of scour in the marine environment. River Edge, N.J: World Scientific, 2002.

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A, Ardus D., and Society for Underwater Technology, eds. Offshore site investigation and foundation behaviour: Papers presented at a conference organized by the Society for Underwater Technology and held in London, UK, September 22-24, 1992. Dordrecht: Kluwer Academic, 1993.

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Ardus, D. A. Offshore Site Investigation and Foundation Behaviour: Papers presented at a conference organized by the Society for Underwater Technology and held in London, UK, September 22-24, 1992. Dordrecht: Springer Netherlands, 1993.

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Semple, R. M. Background to guidance on foundations and site investigations for offshore structures: Report of the Department of Energy, Guidance Notes Revision Working Group. London: H.M.S.O., 1986.

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Ardus, D. A., D. Clare, A. Hill, R. Hobbs, R. J. Jardine, and J. M. Squire, eds. Offshore Site Investigation and Foundation Behaviour. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2473-9.

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Części książek na temat "Offshore foundations"

Chaney, Ronald C., and Kenneth R. Demars. "Offshore Structure Foundations." In Foundation Engineering Handbook, 679–734. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-3928-5_18.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Loading conditions and soil drainage." In Intermediate Offshore Foundations, 35–40. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-5.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Design basis." In Intermediate Offshore Foundations, 59–73. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-8.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "In-place resistance." In Intermediate Offshore Foundations, 175–240. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-10.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "In-place response." In Intermediate Offshore Foundations, 241–54. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-11.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Introduction." In Intermediate Offshore Foundations, 1–6. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-1.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Hazards, uncertainties and risk minimisation." In Intermediate Offshore Foundations, 41–54. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-6.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Miscellaneous design considerations." In Intermediate Offshore Foundations, 255–74. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-12.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Marine geology." In Intermediate Offshore Foundations, 31–34. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-4.

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Kay, Steve, Susan Gourvenec, Elisabeth Palix, and Etienne Alderlieste. "Offshore foundation types and mode of operation." In Intermediate Offshore Foundations, 7–23. First edition. | Abingdon, Oxon ; Boca Raton, FL : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429423840-2.

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Streszczenia konferencji na temat "Offshore foundations"

Andersen, Knut H., and Hans Petter Jostad. "Foundation Design of Skirted Foundations and Anchors in Clay." In Offshore Technology Conference. Offshore Technology Conference, 1999. http://dx.doi.org/10.4043/10824-ms.

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Byrne, B. W., and G. T. Houlsby. "Investigating Novel Foundations for Offshore Windpower Generation." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28423.

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In recent years there has been a worldwide increase in the pressure to develop sources of renewable energy. The UK government is committed to ensuring that ten percent of UK energy consumption will be supplied by renewables by the year 2010. Central to this commitment is the need to develop wind farms particularly in the offshore environment. Moving offshore will allow very large wind turbines capable of supplying 2 MW (first generation) to 5 MW (second generation) of power to be installed in large farms consisting of up to fifty or more turbines. In contrast to typical oil and gas structures

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Kolk, H. J., S. Kay, A. Kirstein, and H. Troestler. "North Nemba Flare Bucket Foundations." In Offshore Technology Conference. Offshore Technology Conference, 2001. http://dx.doi.org/10.4043/13057-ms.

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Bye, A., C. Erbrich, B. Rognlien, and T. I. Tjelta. "Geotechnical Design of Bucket Foundations." In Offshore Technology Conference. Offshore Technology Conference, 1995. http://dx.doi.org/10.4043/7793-ms.

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Feng, Xiaowei, and Susan Gourvenec. "Optimal Shear Key Interval for Offshore Shallow Foundations." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10118.

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Embedment of offshore shallow foundations is typically achieved by ‘skirts’, i.e. thin vertical plates that protrude from the underside of a foundation top plate and penetrate the seabed confining a soil plug. Skirted shallow foundations are often idealized as a solid, rigid element for geotechnical analysis of the foundation, on the assumption that sufficient skirts, or ‘shear keys’ will be provided to ensure that the deformable soil plug displaces as a rigid body. Should too few shear keys be provided, failure mechanisms involving deformation within the soil plug may occur, leading to a redu

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Rahim, A., and A. Mirdamadi. "Design Requirements for Offshore Wind Tower Foundations and Comparison with Oil and Gas Foundations." In Offshore Technology Conference. Offshore Technology Conference, 2017. http://dx.doi.org/10.4043/27580-ms.

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Kumar, Chaithanya, Sandhria Ferriawan Agung Pambudi, Milind Manohar Salunke, and John William Rayappa. "Alternate Foundation Concepts for Offshore Jackets in Calcareous Soils." In Offshore Technology Conference Asia. OTC, 2022. http://dx.doi.org/10.4043/31595-ms.

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Abstract Calcareous soil type is found at many locations, requiring careful selection of foundation type. Calcareous soil is mostly or partly composed of calcium carbonate in the form of lime or chalk derived from the underlying chalk or limestone rock. North-West Shelf of Australia is an example of site which consists of carbonate soil types wherein the majority of existing offshore facilities and platforms being installed using Drilled and Grouted (D&G) piled foundations and in some instances using Gravity based foundations. This paper discusses alternate foundation concepts on such soil

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Malhotra, Sanjeev. "Design and Construction Considerations for Offshore Wind Turbine Foundations." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29761.

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With the growing energy needs of the world and the sustainable nature of wind energy this sector is a highly innovative growth industry. The past years have seen the industry develop and test not only more efficient, but also much larger wind turbines than those that are in current use. The next generation of wind turbines that are on the drawing boards are gigantic in size. These huge dimensions of the proposed wind turbines will put large demands on the foundations. As an increasing number of wind farms are being planned offshore in water depths of over 40 m, the combination of water depth a

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Karal, Karel, J. M. Hermstad, Kjell Vigander, Jan Skjong, and Øivind Pedersen. "Concrete Foundations for TLP's." In Offshore Technology Conference. Offshore Technology Conference, 1992. http://dx.doi.org/10.4043/6897-ms.

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Low, Han Eng, Fangyuan Zhu, Henning Mohr, Phillip Watson, Carl Erbrich, Conleth O’Loughlin, Fraser Bransby, Mark Randolph, Thaleia Travasarou, and Daniel O’Connell. "Offshore Wind Turbine Mono-Bucket Foundations in Sand." In ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/omae2021-62260.

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Abstract Single (or mono) suction buckets have been put forward by others as possible offshore wind turbine (OWT) foundations. This paper presents a series of centrifuge model tests conducted in dense sand to investigate their monotonic response for a range of drainage conditions. The results from the centrifuge tests suggest that the mono-bucket rotational response at large rotation in dense sand is dependent on drainage conditions but does not seem to be affected by the contact condition between the bucket invert and the seabed. A final comparison between results from an equivalent set of up

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Raporty organizacyjne na temat "Offshore foundations"

Yokel, Felix Y., and Robert G. Bea. Mat foundations for offshore structures in Arctic regions. Gaithersburg, MD: National Bureau of Standards, 1987. http://dx.doi.org/10.6028/nbs.ir.86-3419.

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Afjeh, Abdollah A., Nautica Windpower, Joseph Marrone, and Thomas Wagner. Advanced Offshore Wind Turbine/Foundation Concept for the Great Lakes. Office of Scientific and Technical Information (OSTI), August 2013. http://dx.doi.org/10.2172/1227612.

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Kuuskraa, Vello. Building the Foundation for Assessing GOM Offshore CO2 EOR and CO2 Storage. Office of Scientific and Technical Information (OSTI), December 2020. http://dx.doi.org/10.2172/1763966.

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Wang, Wei, Michael Brown, Matteo Ciantia, and Yaseen Sharif. DEM simulation of cyclic tests on an offshore screw pile for floating wind. University of Dundee, December 2021. http://dx.doi.org/10.20933/100001231.

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Screw piles need to be upscaled for offshore use e.g. being an alternative foundation and anchor form for offshore floating wind turbines, although the high demand of vertical installation forces could prevent its application if conventional pitch-matched installation is used. Recent studies, using numerical and centrifuge physical tests, indicated that the vertical installation force can be reduced by adopting over-flighting which also improved axial uplift capacity of the screw pile. The current study extends the scope to axial cyclic performance with respect to the installation approach. Us

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