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Artykuły w czasopismach na temat "Submarine Pipeline"
Geng, Hui Hui, i Jun Yang Wu. "The Effect of Submarine Pipelines’ Distortion when Original Parameters Are Changed during Laying". Applied Mechanics and Materials 204-208 (październik 2012): 1082–88. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1082.
Pełny tekst źródłaShao, Bing, Xiang Zhen Yan i Xiu Juan Yang. "Reliability Analysis of Locally Thinned Submarine Pipelines in ChengDao Oil Field". Applied Mechanics and Materials 94-96 (wrzesień 2011): 1527–30. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1527.
Pełny tekst źródłaWood, G. D. "Pipeline Incidents and Emergency Repair in the North Sea". Journal of Energy Resources Technology 110, nr 4 (1.12.1988): 219–23. http://dx.doi.org/10.1115/1.3231385.
Pełny tekst źródłaYan, Yi Fei, i Lu Feng Cheng. "The Finite Element Analysis on the Submarine Pipeline under the Seismic Loading". Advanced Materials Research 490-495 (marzec 2012): 2977–81. http://dx.doi.org/10.4028/www.scientific.net/amr.490-495.2977.
Pełny tekst źródłaSu, Wenxian, i Jie Ren. "Numerical Simulation of Local Buckling of Submarine Pipelines under Combined Loading Conditions". Materials 15, nr 18 (14.09.2022): 6387. http://dx.doi.org/10.3390/ma15186387.
Pełny tekst źródłaMordvintsev, Konstantine P., Alexander G. Gogin i Ekaterina M. Korneeva. "Submarine pipeline stability under currents and waves action". RUDN Journal of Engineering Researches 22, nr 1 (27.08.2021): 113–21. http://dx.doi.org/10.22363/2312-8143-2021-22-1-113-121.
Pełny tekst źródłaZhang, Yan, Jianhong Ye, Kunpeng He i Songgui Chen. "Seismic Dynamics of Pipeline Buried in Dense Seabed Foundation". Journal of Marine Science and Engineering 7, nr 6 (20.06.2019): 190. http://dx.doi.org/10.3390/jmse7060190.
Pełny tekst źródłaHu, Yanhua, Yukun Wang, Pengyu Jia, Jianyu Lv i Mingchao Wang. "Research on Development and Test Analysis of Full-Scale Fatigue Test System of X65 Submarine Pipeline". E3S Web of Conferences 253 (2021): 01055. http://dx.doi.org/10.1051/e3sconf/202125301055.
Pełny tekst źródłaZhang, Bo, Rui Gong, Tao Wang i Zhuo Wang. "Causes and Treatment Measures of Submarine Pipeline Free-Spanning". Journal of Marine Science and Engineering 8, nr 5 (8.05.2020): 329. http://dx.doi.org/10.3390/jmse8050329.
Pełny tekst źródłaPeng, Deping, Buyan Wan, Yongping Jin, Likun Han, Jia Chen i Hongkun Liu. "The JCOE/JCOC manufacturing process and collapse resistance of submarine pipeline". Advances in Mechanical Engineering 15, nr 1 (styczeń 2023): 168781322211431. http://dx.doi.org/10.1177/16878132221143186.
Pełny tekst źródłaRozprawy doktorskie na temat "Submarine Pipeline"
Kok, Nicolaas Johannes. "Lift and drag forces on a submarine pipeline in steady flow". Doctoral thesis, University of Cape Town, 1988. http://hdl.handle.net/11427/8315.
Pełny tekst źródłaThis thesis describes an experimental investigation into the hydrodynamic forces induced on a cylinder placed transversely to a steady stream. Various cylinder locations near the bed of a water flume were considered. The work relates to pipeline design. The various flow phenomena around a cylinder are theoretically analysed and an explanation of the phenomenon of lift provided. A thorough literature review was undertaken regarding the classical theory, as well as experimental and theoretical studies carried out on the subject. This revealed that theoretical studies are virtually non-existent. Measurements have been done in intermediate water depths with both smooth and rough beds. Two different methods, comprising very simple yet novel techniques, were utilised in a water flume 18 m long x 600 mm wide x 450 mm deep. The methods involved a unique pressure determination method as well as the direct measurement of hydrodynamic forces, using a "weighing" method. Very ' accurate flow velocities were measured using a unique differential manometer. Experiments were performed in the Reynolds number range 6 000 to 26 000, using 30 and 50 mm diameter cylinders. comprehensive tests on cylinder roughening were carried out in a flow region which had not been well researched regarding this aspect. Cylinder locations were varied from a gap-to-cylinder diameter ratio of zero to 2,67. Results revealed that the force coefficients are not appreciably affected by bed roughness. Cylinder roughening produced somewhat contradicting results for the two different cylinders used. The influence on the lift coefficient was inconclusive, but the "rougher" 30 mm cylinder produced a slightly higher drag coefficient. Although the lift force was predominantly away from the bed, a downward lift force was measured on a few occasions with the cylinder situated further than one cylinder diameter away from the bed. A possible explanation is offered for this and other unexpected results. Flow visualisation tests were performed to confirm certain features of the flow around the cylinder. These as well as all the other results have been related to published work.
Shabani, Behnam. "Wave-Associated Seabed Behaviour near Submarine Buried Pipelines". Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3532.
Pełny tekst źródłaShabani, Behnam. "Wave-Associated Seabed Behaviour near Submarine Buried Pipelines". University of Sydney, 2008. http://hdl.handle.net/2123/3532.
Pełny tekst źródłaSoil surrounding a submarine buried pipeline consolidates as ocean waves propagate over the seabed surface. Conventional models for the analysis of soil behaviour near the pipeline assume a two-dimensional interaction problem between waves, the seabed soil, and the structure. In other words, it is often considered that water waves travel normal to the orientation of pipeline. However, the real ocean environment is three-dimensional and waves approach the structure from various directions. It is therefore the key objective of the present research to study the seabed behaviour in the vicinity of marine pipelines from a three-dimensional point of view. A three-dimensional numerical model is developed based on the Finite Element Method to analyse the so-called momentary behaviour of soil under the wave loading. In this model, the pipeline is assumed to be rigid and anchored within a rigid impervious trench. A non-slip condition is considered to exist between the pipe and the surrounding soil. Quasi-static soil consolidation equations are then solved with the aid of the proposed FE model. In this analysis, the seabed behaviour is assumed to be linear elastic with the soil strains remaining small. The influence of wave obliquity on seabed responses, i.e. the pore pressure and soil stresses, are then studied. It is revealed that three-dimensional characteristics systematically affect the distribution of soil response around the circumference of the underwater pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. Further, a parametric study is carried out to investigate the influence of soil, wave and pipeline properties on wave-associated pore pressure as well as principal effective and shear stresses within the porous bed, with the aid of proposed three-dimensional model. There is strong evidence in the literature that the failure of marine pipelines often stems from the instability of seabed soil close to this structure, rather than from construction deficiencies. The wave-induced seabed instability is either associated with the soil shear failure or the seabed liquefaction. Therefore, the developed three-dimensional FE model is used in this thesis to further investigate the instability of seabed soil in the presence of a pipeline. The widely-accepted criterion, which links the soil liquefaction to the wave-induced excess pressure is used herein to justify the seabed liquefaction. It should be pointed out that although the present analysis is only concerned with the momentary liquefaction of seabed soil, this study forms the basis for the three-dimensional analysis of liquefaction due to the residual mechanisms. The latter can be an important subject for future investigations. At the same time, a new concept is developed in this thesis to apply the dynamic component of soil stress angle to address the phenomenon of wave-associated soil shear failure. At this point, the influence of three-dimensionality on the potentials for seabed liquefaction and shear failure around the pipeline is investigated. Numerical simulations reveal that the wave obliquity may not notably affect the risk of liquefaction near the underwater pipeline. But, it significantly influences the potential for soil shear failure. Finally, the thesis proceeds to a parametric study on effects of wave, soil and pipeline characteristics on excess pore pressure and stress angle in the vicinity of the structure.
SILVA, BARBARA AZEVEDO DA. "SLOPE STABILITY ANALYSIS ALONG A SUBMARINE PIPELINE`S ROUTE AT CAMPOS BASIN, RJ". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=7336@1.
Pełny tekst źródłaNeste trabalho são avaliadas as condições de estabilidade do subsolo marinho ao longo da rota de um duto rígido de aço revestido com concreto, de 10 de diâmetro, localizado na Bacia de Campos, RJ. Os dados geológicos e geotécnicos foram adquiridos a partir de um amplo levantamento geofísico e geotécnico realizado na diretriz do duto. Devido as adversidades à estabilidade do fundo marinho, várias análises vêm sendo realizadas de forma qualitativa e quantitativa. Atualmente, por questões ambientais e de segurança de obras de engenharia, busca-se uma avaliação mais quantitativa dos riscos geológicos associados à condição de estabilidade do fundo marinho, pois os escorregamentos de taludes representam o principal risco para estas estruturas. As análises de estabilidade foram feitas a partir da teoria do talude infinito, em metodologia aplicada por Nowacki et al. (2003) nos campos profundos de Mad Dog e Atlantis, no Golfo do México, e comparadas com os resultados encontrados a partir da formulação clássica do talude infinito. Uma integração de dados geotécnicos e geofísicos foi necessária, para que todos os parâmetros utilizados na metodologia pudessem ser obtidos. Os resultados indicaram dois pontos críticos ao longo da rota, ambos associados aos flancos do cânion Itapemirim, que apresentam gradientes altos. Foram realizados breves estudos com o objetivo de se avaliar a possibilidade de ocorrência de mecanismos disparadores (terremotos e ondas de tempestade) nesses pontos críticos mas os resultados descartaram esta possibilidade. Concluiu- se ainda que os dados geotécnicos utilizados neste trabalho não foram suficientes e de certo modo não apropriados para a análise de estabilidade de taludes. Uma nova campanha de ensaios geotécnicos de laboratório foi proposta para futuros estudos.
This research analyses stability conditions of marine sediments superficial layers of along a 10 in. diameter pipeline`s route, located at Campos Basin, RJ. The geological and geotechnical data were obtained during a wide geophysical and geotechnical survey along the pipeline`s route. Due to adversities to botton stability found in the marine environment, several qualitative and quantitative stability analysis have been made. Nowadays, because of environmental and safety issues, the researches are more focused on quantitative analysis of geohazards associated with the stability condition of the sea bottom, since slope slides represent the main risk for those structures. The stability analyses were based on the infinite slope theory. The methodology applied was the same used by Nowacki et al. (2003) at the deep fields of Mad Dog and Atlantis, in the Gulf of Mexico. The results were compared with the results from the classical formulation of the infinite slope. An integration of geotechnical and geophysical data was necessary, in order to obtain all the parameters used in the methodology. The results indicated two critical points along the route, both associated with the flanks of the Itapemirim Canyon, which have steep slopes. Brief studies were made to evaluate the importance of triggering mechanisms (earthquakes and storm waves) at these critical points but the results discard this possibility. It was also concluded that the geotechnical data used in this research were insufficient and in a certain way not appropriate for the slope stability analysis. A new geotechnical lab tests campaign was proposed for future studies.
Oliver, Kerry Derrick. "The response of a soil backed submarine pipeline impacted by a dropped object". Thesis, University of Aberdeen, 1999. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU603188.
Pełny tekst źródłaKamalarasa, Sanmugarasa. "Buckle propagation in submarine pipelines". Thesis, University of Cambridge, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.328779.
Pełny tekst źródłaMaschner, Emil Alexis. "Vertical buckling of heated submarine pipelines". Thesis, London South Bank University, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.336365.
Pełny tekst źródłaJohnsen, Ingrid Berg. "Clump-weight trawl gear interaction with submarine pipelines". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for marin teknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-20673.
Pełny tekst źródłaMaalø, Kristian. "Clump-weight Trawl Gear Interaction with Submarine Pipelines". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for marin teknikk, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-16216.
Pełny tekst źródłaOLIVEIRA, AIMEE EMANUEL CABRAL DE. "VIBRATION OF SUBMARINE PIPELINES SUPPORTED BY AN ELASTIC DISCONTINUOUS FOUNDATION". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2016. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=29300@1.
Pełny tekst źródłaCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Diversos acidentes envolvendo dutos submarinos já aconteceram no Brasil como o do Gasoduto PCR-01/Lubnor e o da plataforma P-55 de 2,3 km no campo de Roncador, na Bacia de Campos. Esses acidentes ocorrem em muitos casos devido à flambagem, à fadiga, ao intenso processo corrosivo, à deficiência de projeto, a falta de manutenção dos mesmos. Os dutos submarinos representam uma alta porcentagem no custo total de uma unidade de extração de petróleo. Sua importância se torna vital para a extração de petróleo em águas territoriais brasileiras. Seu projeto estrutural é uma atividade que pode ser dividida em várias etapas que devem ser seguidas à risca para garantir a conformidade do mesmo com as normas nacionais e internacionais sua operação em um dos mais inóspitos cenários da natureza: o fundo do mar. Nesta situação, o duto fica sujeito a carregamentos extremos, tanto estáticos quanto dinâmicos. Por este motivo, ele é constituído de uma estrutura de camadas bastante complexa. O objetivo deste trabalho é a avaliação das condições de operação de dutos submarinos sujeitos à ação de ondas e correntes marinhas. Um estudo paramétrico em elementos finitos é realizado para compreender a influência das condições de contorno, diferentes comprimentos de vão livre do duto submarino e variações do tipo de solo na resposta dinâmica do duto submarino. È desenvolvida também uma solução analítica para o problema. As soluções numérica, analítica e as recomendações da norma são confrontadas e tiradas conclusões sobre os principais fatores a serem considerados pelos engenheiros envolvidos na construção de estruturas deste tipo.
Several accidents involving subsea pipelines have happened in Brazil as the pipeline PCR-01 / Lubnor and the P-55 platform 2.3 km in the Roncador field in the Campos Basin. These accidents occur in many cases due to buckling, fatigue, the intense corrosive process, design deficiency, lack of maintenance. The submarine pipelines represent a high percentage in the total cost of an oil extraction unit. Its importance becomes vital for the extraction of oil in Brazilian waters. Its structural design is an activity that can be divided into several steps that must be followed strictly to ensure its conformity with national and international standards operation in one of the harshest scenes of nature: the seabed. In this situation, the product is subject to extreme loads, both static and dynamic. For this reason, it consists of a complex layer structure. The objective of this study is the evaluation of the operating conditions of submarine pipelines subject to the action of waves and currents. A parametric study of finite element is performed to understand the influence of the boundary conditions, different span lengths of submarine pipeline and variations of soil type on the dynamic response of submarine pipeline. It is also developed an analytical solution to the problem. The numerical solutions, analytical and standard recommendations are compared and conclusions drawn on the main factors to be considered by the engineers involved in the construction of such structures.
Książki na temat "Submarine Pipeline"
Deepwater foundations and pipeline geomechanics. Ft. Lauderdale, FL: J. Ross Pub., 2011.
Znajdź pełny tekst źródłaRaven, P. W. J. The development of guidelines for the assessment of submarine pipeline spans: Overall summary report : report. London: H.M.S.O., 1986.
Znajdź pełny tekst źródłaAssociates, Trevor Jee. Guidelines for trenching design of submarine pipelines. Sudbury: HSE Books, 1999.
Znajdź pełny tekst źródłaEuropean Conference on Flexible Pipes, Umbilicals and Marine Cables (3rd 1999 London, England). Proceedings of the Third European Conference on Flexible Pipes, Umbilicals and Marine Cables-Materials Utilisation for Cyclic and Thermal Loading. London: Bentham, 1999.
Znajdź pełny tekst źródłaWolf, Sarah. Unterseeische Rohrleitungen und Meeresumweltschutz: Eine völkerrechtliche Untersuchung am Beispiel der Ostsee = Submarine pipelines and marine environmental proctection : the example of the Baltic Sea under public international law. New York: Springer, 2011.
Znajdź pełny tekst źródłaAffairs, Great Britain Parliament House of Commons Secretary of State for Foreign and Commonwealth. Framework agreement between the government of the United Kingdom of Great Britain and Northern Ireland and the government of the Kingdom of Norway relating to the laying, operation and jurisdiction of inter-connecting submarine pipelines, Stavanger, 25 August 1998. London: Stationery Office, 2003.
Znajdź pełny tekst źródłaGuidance Notes for Submarine Pipeline Applications. Stationery Office Books, 1993.
Znajdź pełny tekst źródłaGuidance notes for submarine pipeline applications under the Petroleum and Submarine Pipe-Lines Act 1975. London: HMSO, 1993.
Znajdź pełny tekst źródłaJ, Raven P. W., Great Britain. Department of Energy. i J.P. Kenny & Partners., red. The Development of guidelines for the assessment of submarine pipeline spans: Overall summary report. London: HMSO, 1986.
Znajdź pełny tekst źródłaBritain, Great. Submarine Pipelines (Designated Owners) Order 2010. Stationery Office, The, 2011.
Znajdź pełny tekst źródłaCzęści książek na temat "Submarine Pipeline"
Ren, Yi, Wenyue Liu, Shuai Zhang, Shuang Wang i Hong Gao. "Research on Submarine Pipeline Steel with High Performance". W Energy Materials 2014, 743–50. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-48765-6_91.
Pełny tekst źródłaRen, Yi, Wenyue Liu, Shuai Zhang, Shuang Wang i Hong Gao. "Research on Submarine Pipeline Steel with High Performance". W Energy Materials 2014, 743–50. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119027973.ch91.
Pełny tekst źródłaDelgado-Linares, Jose G., i Carolyn A. Koh. "Gas Hydrate Research: From the Laboratory to the Pipeline". W World Atlas of Submarine Gas Hydrates in Continental Margins, 3–13. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-81186-0_1.
Pełny tekst źródłaYuan, Sheng-fu, Xiu-chen Li i Cheng-jia Shang. "Development of High Plasticity-Toughness Low Cost Microalloyed Submarine Pipeline Steel". W HSLA Steels 2015, Microalloying 2015 & Offshore Engineering Steels 2015, 1063–69. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119223399.ch133.
Pełny tekst źródłaYuan, Sheng-fu, Xiu-chen Li i Cheng-jia Shang. "Development of High Plasticity-Toughness Low Cost Microalloyed Submarine Pipeline Steel". W HSLA Steels 2015, Microalloying 2015 & Offshore Engineering Steels 2015, 1063–69. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-48767-0_133.
Pełny tekst źródłaGuo, L. P., R. Liu i S. W. Yan. "Low-Order Lateral Buckling Analysis of Submarine Pipeline Under Thermal Stress". W Springer Geology, 191–94. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31671-5_33.
Pełny tekst źródłaXu, Jishang, Jinjing Pu i Guangxue Li. "Field Observations of Seabed Scours around a Submarine Pipeline on Cohesive Bed". W Advances in Intelligent and Soft Computing, 23–33. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27957-7_4.
Pełny tekst źródłaSha, Y., Y. X. Wang, G. Y. Wang, G. W. Li i Z. J. Chen. "Experimental Study on Response of Submarine Pipeline over Flat Beds in Steady Flow". W New Trends in Fluid Mechanics Research, 332–35. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-75995-9_104.
Pełny tekst źródłaBerti, A., R. Bruschi i R. Matteelli. "Some Aspects of the Technology Relating to Submarine Pipeline Crossing of Uneven Seabed Areas". W Case Histories in Offshore Engineering, 255–92. Vienna: Springer Vienna, 1985. http://dx.doi.org/10.1007/978-3-7091-2742-1_7.
Pełny tekst źródłaFang, Zhuo-yu, Shao-hua Dong i Yu-hang Duan. "Analysis of Remaining Strength and Failure of Submarine Pipeline with Double-Point Corrosion Defects". W Proceedings of the 2021 International Petroleum and Petrochemical Technology Conference, 475–90. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9427-1_47.
Pełny tekst źródłaStreszczenia konferencji na temat "Submarine Pipeline"
He, Guoxi, Sijia Chen, Kexi Liao i Shuai Zhao. "Study on the Distribution of Submarine Pipeline Corrosion Defects Based on Internal Inspection Data and Data Mining Method". W 2020 13th International Pipeline Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/ipc2020-9567.
Pełny tekst źródłaBrown, R. J., i A. C. Palmer. "Submarine Pipeline Trenching by Multipass Ploughs". W Offshore Technology Conference. Offshore Technology Conference, 1985. http://dx.doi.org/10.4043/4925-ms.
Pełny tekst źródłaLiu, Yuxiao. "Overview of Submarine Pipeline Global Buckling". W 2013 Fourth International Conference on Digital Manufacturing & Automation (ICDMA). IEEE, 2013. http://dx.doi.org/10.1109/icdma.2013.212.
Pełny tekst źródłaPapusha, A. N., i R. A. Sinyak. "Computer Facilities Of Submarine Pipeline Designing". W Arctic Shelf Oil & Gas Conference 2004. European Association of Geoscientists & Engineers, 2004. http://dx.doi.org/10.3997/2214-4609-pdb.185.section4_08.
Pełny tekst źródłaLi, Xin, Rubo Dong, Qiao Jin i Jing Zhou. "Hydrodynamic Force Model on Free Spanning Pipeline Subjected to Seismic Excitations". W ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57081.
Pełny tekst źródłaXiao, Ming, Qingjun Gao, Jianguo Lin, Wei Li i Xiao Liang. "Dynamics Modeling for Submarine Pipeline Oil Spill". W 2010 Second International Conference on Computer Modeling and Simulation (ICCMS). IEEE, 2010. http://dx.doi.org/10.1109/iccms.2010.11.
Pełny tekst źródłaLei, Peng, i Kun Yang. "Development of Submarine Pipeline 3D GIS Platform". W 2013 Seventh International Conference on Image and Graphics (ICIG). IEEE, 2013. http://dx.doi.org/10.1109/icig.2013.160.
Pełny tekst źródłaWu, Guiguang, i Kexi Liao. "Submarine Pipeline HSE Management System and Application". W International Conference on Pipelines and Trenchless Technology 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41202(423)64.
Pełny tekst źródłaHulsbergen, C. H., i R. Bijker. "Effect of Spoilers on Submarine Pipeline Stability". W Offshore Technology Conference. Offshore Technology Conference, 1989. http://dx.doi.org/10.4043/6154-ms.
Pełny tekst źródłaSmoot, W. T., R. A. Teale i J. J. Trotter. "Semiautomatic FCAW for Submarine Pipeline Girth Welds". W Offshore Technology Conference. Offshore Technology Conference, 1987. http://dx.doi.org/10.4043/5533-ms.
Pełny tekst źródłaRaporty organizacyjne na temat "Submarine Pipeline"
EXPERIMENTAL AND NUMERICAL INVESTIGATION ON UPHEAVAL BUCKLING OF FREE-SPAN SUBMARINE PIPELINE. The Hong Kong Institute of Steel Construction, grudzień 2019. http://dx.doi.org/10.18057/ijasc.2019.15.4.3.
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