Relevant bibliographies by topics / Offshore foundation

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Offshore foundation'

Author: Grafiati
Published: 4 June 2021
Last updated: 27 April 2022

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Journal articles on the topic "Offshore foundation"

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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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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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Yang, Ray-Yeng, Hsin-Hung Chen, Hwung-Hweng Hwung, Wen-Pin Jiang, and Nian-Tzu Wu. "EXPERIMENTAL STUDY ON THE LOADING AND SCOUR OF THE JACKET TYPE OFFSHORE WIND TURBINE FOUNDATION." Coastal Engineering Proceedings 1, no. 32 (January 21, 2011): 25. http://dx.doi.org/10.9753/icce.v32.structures.25.

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A 1:36 scale model tests were carried out in the Medium Wave Flume (MWF) and Near-shore Wave Basin (NSWB) at the Tainan Hydraulics Laboratory (THL) with the jacket type offshore wind turbine foundation located in the test area. The loading of typhoon wave with current on the jacket type offshore wind turbine foundation was investigated in the MWF with fixed bed experiment. Meanwhile, the scour around the jacket type offshore wind turbine foundation exposed to wave and current was conducted in the NSWB with the moveable bed experiment. Two locations (water depth 12m and 16m) of the foundations
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Mei, Bi Xiang. "Study Finite Element Analysis of Monopile Foundation Based on Mechanical Mechanics and Properties of Steel Structure for Offshore Wind Turbines." Advanced Materials Research 743 (August 2013): 114–17. http://dx.doi.org/10.4028/www.scientific.net/amr.743.114.

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Statistical data shows that monopile foundation accounts for more than 65% of all foundations for offshore wind turbines,so it is of great engineering value to perform the research on the design and analysis of the monopile foundation. By its application environments and structure features,based on a design example of monopile foundation for a offshore wind farm,the paper performs the following sequence of works including the establishment of finite element model for monopile foundation, the calculation of foundation bearing capacity and deformation, modal analysis and fatigue analysis, etc.Th
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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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Pan, Xiaodong, Ben He, Zonghao Yuan, Shiwu Xu, Danting Xu, Zhenqiang Jiang, Li Shi, and Honglei Sun. "Effect of Reinforced Bucket on Bearing Capacity and Natural Frequency of Offshore Wind Turbines Using Pile–Bucket Foundation." Advances in Civil Engineering 2022 (April 9, 2022): 1–17. http://dx.doi.org/10.1155/2022/9569102.

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Large-diameter monopiles have been widely used for constructing offshore wind turbines. The bearing capacity of a monopile foundation is a significant research problem. In this study, a new type of foundation, known as the pile–bucket foundation, was investigated to improve the bearing capacity of monopiles. A finite element software was used for establishing several numerical models of monopile and pile–bucket foundations to analyze the reinforcement afforded by the bucket attached to the monopile foundation. Furthermore, considering that offshore wind turbines are prone to resonance under th
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Houlsby, G. T. "Interactions in offshore foundation design." Géotechnique 66, no. 10 (October 2016): 791–825. http://dx.doi.org/10.1680/jgeot.15.rl.001.

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Haldar, A. K., D. V. Reddy, and M. Arockiasamy. "Foundation shakedown of offshore platforms." Computers and Geotechnics 10, no. 3 (January 1990): 231–45. http://dx.doi.org/10.1016/0266-352x(90)90037-v.

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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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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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Dissertations / Theses on the topic "Offshore foundation"

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Aspizua, Lucía. "OFFSHORE FOUNDATION - A CHALLENGE IN THE BALTIC SEA." Thesis, Högskolan i Halmstad, Energivetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-28443.

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ABSTRACT This project deals with the search of the most proper offshore foundation to install in the Baltic Sea, in order to reduce costs and environmental impact. A pre-study was performed to define the Baltic Sea conditions and the required knowledge for the following steps. Afterwards, the specifications were set and clarified, and then the concept analysis phase was started. The analysis phase included the description of each one of the current foundations, those which are considered conventional foundations and those which are innovative ones. In order to evaluate these concept foundation
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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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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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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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Alhamalawi, Mazen. "Offshore Wind Power Foundations' Corrosion Protection Strategy : Anlysis remotely controlled corrosion protection system and comparison to traditional corrosion protection of offshore wind foundation." Thesis, Linnéuniversitetet, Sjöfartshögskolan (SJÖ), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-103460.

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När en metall är omgärdad av en elektrolyt, så som havsvatten, kommer det att byggas upp en naturlig potential. Det sker en elektronvandring mellan materialet och havsvattnet och ju större potentialskillnad desto större sannolikhet att metallen kommer korrodera. Korrosion är en stor och viktig fråga för offshorekonstruktioner och byggnader.  För att uppnå en konstruktions designade livslängd kan åtgärder vidtas med hänsyn till kapitalkostnader och drift- och underhållskostnader.  Denna studie syftar till att jämföra ekonomiska för- och nackdelar hos de två korrosionsskyddssystemen Galvanic Ano
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Santa, Maria Paulo Eduardo Lima de. "Behaviour of footings for offshore structures under combined loads." Thesis, University of Oxford, 1988. http://ora.ox.ac.uk/objects/uuid:50fb3d35-90b3-4685-9ace-0ec5a50014df.

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The lack of knowledge about the behaviour of footings for jack-up rigs under storm loads poses a design problem which can be tackled by model testing. The areas of prime concern are the ultimate loads on footings under combined loading, which affects the safety of the rig, and the rotational stiffness, which affects the interaction between the foundation and the structure. A programme of loading tests was performed on model footings on clay, and was divided into two stages: monotonic loading and cyclic loading. The clay samples were obtained by consolidating Speswhite kaolin slurry in cylindri
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Byrne, Byron Walter. "Investigations of suction caissons in dense sand." Thesis, University of Oxford, 2000. http://ora.ox.ac.uk/objects/uuid:64c30b2e-155c-4642-9115-5e2bf5667af5.

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Offshore structures are used in a variety of applications ranging from the traditional oil and gas extraction facilities to emerging renewable energy concepts. These structures must be secured to the seabed in an efficient and cost effective manner. A novel approach is to use shallow inverted buckets as foundations, installed by suction, in place of the more usual piles. These foundations lead to cost savings through reduction in materials and in time required for installation. It is necessary to determine how these foundations perform under typical offshore loading conditions so that design c
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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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Nguyen-Sy, Lam. "The theoretical modelling of circular shallow foundation for offshore wind turbines." Thesis, University of Oxford, 2005. http://ora.ox.ac.uk/objects/uuid:fa4000fb-8de6-4093-b528-3e60d774dea0.

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Currently, much research is being directed at alternative energy sources to supply power for modern life of today and the future. One of the most promising sources is wind energy which can provide electrical power using wind turbines. The increase in the use of this type of energy requires greater consideration of design, installation and especially the cost of offshore wind turbines. This thesis will discuss the modelling of a novel type of shallow foundation for wind turbines under combined loads. The footing considered in this research is a circular caisson, which can be installed by the su
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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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Books on the topic "Offshore foundation"

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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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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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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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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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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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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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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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Office, General Accounting. Foreign assistance: U.S. Food Aid Program to Russia had weak internal controls : report to the ranking minority member, Subcommittee on Agriculture, Rural Development and Related Agencies, Committee on Appropriations, House of Representatives. Washington, D.C: The Office, 2000.

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Book chapters on the topic "Offshore foundation"

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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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Birkinshaw, M. "Keynote Address: Offshore Foundation Safety." In Advances in Underwater Technology, Ocean Science and Offshore Engineering, 7–14. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2473-9_2.

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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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Jia, Junbo. "Offshore Structures and Hydrodynamic Modeling." In Soil Dynamics and Foundation Modeling, 269–313. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_9.

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Agostoni, A. "Steel Template Platform on Piled Foundation." In Case Histories in Offshore Engineering, 43–65. Vienna: Springer Vienna, 1985. http://dx.doi.org/10.1007/978-3-7091-2742-1_2.

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Hamm, christian, Daniel Siegel, Nils Niebuhr, Piotr Jurkojc, and Rene von der Hellen. "Offshore Foundation Based on the ELiSE Method." In Biologically-Inspired Systems, 195–206. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9398-8_12.

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Tjelta, Tor Inge. "Foundation Behaviour of Gullfaks C." In Advances in Underwater Technology, Ocean Science and Offshore Engineering, 451–67. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2473-9_23.

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Mahanta, Rupam, and R. K. Ghanekar. "Foundation Failure and Instability of an Offshore Jacket Structure During Installation—A Case Study." In Advances in Offshore Geotechnics, 207–19. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6832-9_10.

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Tang, Chong, and Kok-Kwang Phoon. "Evaluation of Design Methods for Offshore Spudcans in Layered Soil." In Model Uncertainties in Foundation Design, 233–88. First edition. | Boca Raton : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/9780429024993-6.

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Jia, Junbo. "General Design Issues for Offshore Foundations and Relevant International Codes and Guidelines." In Soil Dynamics and Foundation Modeling, 669–71. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_27.

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Conference papers on the topic "Offshore foundation"

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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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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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Murff, J. D., M. D. Prins, E. T. R. Dean, R. G. James, and A. N. Schofield. "Jackup Rig Foundation Modelling." In Offshore Technology Conference. Offshore Technology Conference, 1992. http://dx.doi.org/10.4043/6807-ms.

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Spagnoli, Giovanni, and Leonhard Weixler. "Alternative Offshore Foundation Installation Methods." In Offshore Technology Conference. Offshore Technology Conference, 2013. http://dx.doi.org/10.4043/23962-ms.

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Wona, P. C., J. C. Chao, J. D. Murff, E. T. R. Dean, R. G. James, A. N. Schofield, and Yoshi Tsukamoto. "Jackup Rig Foundation Modeling II." In Offshore Technology Conference. Offshore Technology Conference, 1993. http://dx.doi.org/10.4043/7303-ms.

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Fines, S., O. J. Støle, and F. Guldberg. "Snorre TLP Tethers and Foundation." In Offshore Technology Conference. Offshore Technology Conference, 1991. http://dx.doi.org/10.4043/6623-ms.

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Templeton, J. S. "Jackup Foundation Performance in Clay." In Offshore Technology Conference. Offshore Technology Conference, 2006. http://dx.doi.org/10.4043/18367-ms.

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White, G. J., S. Preston, and R. H. McKenzie. "The Hutton TLP Foundation Installation." In Offshore Technology Conference. Offshore Technology Conference, 1985. http://dx.doi.org/10.4043/4949-ms.

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Santiago, J. L., A. G. Fragio, J. A. Mingo, and P. C. Charlesworth. "Installation Of The Gaviota Platform Foundation." In Offshore Technology Conference. Offshore Technology Conference, 1986. http://dx.doi.org/10.4043/5329-ms.

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Bogard, D. "Nonlinear Bending of Deep Foundation Piles." In Offshore Technology Conference. Offshore Technology Conference, 1991. http://dx.doi.org/10.4043/6668-ms.

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Reports on the topic "Offshore foundation"

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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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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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