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Relevant bibliographies by topics / Underground pipelines Design and construction

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Academic literature on the topic 'Underground pipelines Design and construction'

Author: Grafiati

Published: 10 December 2022

Last updated: 29 January 2023

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Journal articles on the topic "Underground pipelines Design and construction"

1

Fu, Mi. "Strategies for the Application of BIM Technology in the Collaborative Planning and Design of Urban Roads and Pipelines." Journal of Architectural Research and Development 6, no. 6 (2022): 13–18. http://dx.doi.org/10.26689/jard.v6i6.4481.

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Urban road construction and the laying of underground pipelines are both important elements in the improvement of urban infrastructure, while the construction of the two may affect and restrict each other if they are not planned systematically. Therefore, a synergistic design of urban roads and pipelines is needed to ensure the synergy of urban road construction and underground pipeline laying. This paper mainly analyzes the necessity of building information modeling (BIM) technology application in the collaborative planning and design of urban roads and pipelines, and explores the application

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Ma, Rui, Chongzheng Yi, Li Zhang, and Jianguo Yan. "Design of and Research on underground pipeline system in campus based on 3DGIS." E3S Web of Conferences 165 (2020): 03004. http://dx.doi.org/10.1051/e3sconf/202016503004.

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The underground pipeline of campus is an extremely complex and huge system, and the traditional pipeline management mode can no longer meet the requirements of campus development and planning. The 3D geographic information visualization method can accurately describe the location and distribution information of various pipelines and spatial features, which can better serve the management of underground pipelines on campus. This paper designed overall framework and technology framework of underground pipeline information system, the system is satisfied with the PC, Web, mobile terminal and othe

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Kawashima, Kazuhiko. "Introduction to Dr. Okubo's Paper Entitled "Aseismic Considerations of Transportation Systems"." Journal of Disaster Research 1, no. 3 (2006): 390. http://dx.doi.org/10.20965/jdr.2006.p0390.

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Damage to underground water pipes can be traced back to the 1923 Kanto earthquake, and it was well recognized from the early days that seismic effect was important in the construction of underground structures. It was not known, however, how seismic effect could be included in the design and construction of underground structures. In the late 1960s, field measurements and shaking table experiments gradually showed that ground deformation developed during an earthquake induced deformation in underground structures. This finding led to the development of new seismic design for underground struct

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Wang, Zhixue, Yongbin Liu, Haibin Liang, et al. "Leakage Analysis and Hazardous Boundary Determination of Buried Gas Pipeline Considering Underground Adjacent Confined Space." Energies 15, no. 18 (2022): 6859. http://dx.doi.org/10.3390/en15186859.

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Urban underground construction projects are intertwined vertically and horizontally, and adjacent confined spaces such as water supply and drainage pipelines, side ditches and underground canals may exist near buried gas pipelines. Once the buried gas pipeline leaks, the gas will diffuse into the confined space through the soil and even enter the residential room by the confined space, which brings serious potential safety hazards. In this paper, the underground adjacent confined space hazardous boundary (HB) of underground gas pipeline leakage was defined, the distribution properties of gas l

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Wang, Yu, Jiangwei Shi, and Charles W. W. Ng. "Numerical modeling of tunneling effect on buried pipelines." Canadian Geotechnical Journal 48, no. 7 (2011): 1125–37. http://dx.doi.org/10.1139/t11-024.

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The underground space in urban areas is frequently congested with utilities, including pipelines and conduits, that are affected by underground construction, e.g., tunneling. This paper carries out finite element (FE) analyses to investigate the effects of tunneling-induced ground movement on pipelines, with special attention to the different soil responses to uplift and downward pipe–soil relative movements. A series of numerical parametric studies with 900 FE simulation runs in total is performed to encompass various combinations of ground settlement profiles, pipe dimensions, material prope

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Hernández-Santos, Carlos, Ernesto Rincon, Yasser A. Davizón, Adriana Vargas-Martínez, and Alejandro R. Said. "Robotics Navigation System for Mapping Underground Hydraulic Networks." Machines 10, no. 7 (2022): 509. http://dx.doi.org/10.3390/machines10070509.

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This paper presents the model, design, and simulation for a navigation system developed for a group of mobile robots dedicated to the production of maps for underground hydraulic infrastructure. The system can operate internally in unknown pipeline networks without GPS support, integrating Tarry’s principles of deep search, Pledge modify discrimination, and topographic orientation transfer, in the temporary construction of a reference network independent of peripheral inertial navigation. The acquisition of topographic objectives for mapping is done by laser collimation and radio frequency syn

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Qian, Tong Hui, Hao Wu, Gao Wen Zhao, and Bi Hao Fu. "Deformation Monitoring and Environmental Protection for Deep Foundation Pit Engineering." Applied Mechanics and Materials 204-208 (October 2012): 2970–73. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2970.

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For researching the influence of excavation constructing to the environment, we took many measures to monitor the deformation of retaining structure, underground pipelines, groundwater-bit and surface cracks, according to the actual situation of the engineering. Obtained the deformation discipline and force characteristics of the excavation, as well as the discipline of influence. From the results of monitoring, it showed that monitoring is the key to the informative construction of the excavation. Analysis the result of monitoring dynamically, can guide the construction, and adjustment the de

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Lv, Xiao Biao, and Zi Jian Liang. "Case Study of Three-Dimensional Optimization Design on Architectural MEP Based on BIM." Applied Mechanics and Materials 507 (January 2014): 177–81. http://dx.doi.org/10.4028/www.scientific.net/amm.507.177.

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MEP (Mechanical,Electrical,Plumping) includes vast amount of equipment types and pipelines in the integrated design, leading the coordination of MEP design optimization a major challenge for complex buildings. This document explains the technical processes and characteristics of the three-dimensional MEP design optimization based on BIM(Building Information Modeling), connected with the case of the integrated pipeline optimization design practice of a hospital building. Though establishing the BIM model of four-space underground pipeline network system in a hospital outpatient building, we car

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Zhang, Jin, Zejun Han, Hongyuan Fang, and Linqing Yang. "Analysis for Dynamic Response of Buried Steel Pipeline in Cross-Anisotropic Layered Soils." International Journal of Structural Stability and Dynamics 20, no. 07 (2020): 2071006. http://dx.doi.org/10.1142/s0219455420710066.

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The interaction between underground pipelines and soils is crucial to the design and maintenance of underground pipeline network systems. In this paper, the dynamic stiffness matrix in the frequency-domain of the buried pipeline is obtained by the improved scaled boundary finite element method (SBFEM) coupled with the finite element method (FEM) at the interface between the far and near fields. A new coordinate transformation together with a scaled line is introduced in the improved SBFEM. Combined with the mixed variable algorithm, the time-domain solution of the buried pipeline under dynamic

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Rauf Huseynli, Rauf Huseynli. "PURPOSE AND DESCRIPTION OF THE COMPRESSOR STATION." PAHTEI-Procedings of Azerbaijan High Technical Educational Institutions 06, no. 02 (2021): 53–57. http://dx.doi.org/10.36962/pahtei0602202153.

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All work on the construction of pumping and compressor stations is usually divided into two groups of zero cycle work and ground cycle work. The work of the zero cycle includes the preparation of the construction site, earthworks, work on the construction of foundations for buildings, pumping units and technological equipment, work on the construction of underground pipelines and utilities. The work of the ground cycle includes work on the construction of buildings for pumping and compressor shops and auxiliary buildings, installation work on installation and fixing on the foundations in the d

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Dissertations / Theses on the topic "Underground pipelines Design and construction"

1

Almardy, Mohamed. "Design of fuzzy logic controller for the cathodic protection of underground pipelines." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0007/MQ43133.pdf.

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羅思偉 and Sze-wai Ben Law. "Investigating the urban underground dimension: Hong Kong in the state of flux." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2000. http://hub.hku.hk/bib/B31980405.

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Cantin, G. M. Delphine. "An investigation of the formation of hollow bead defects in pipeline field welds /." Title page, contents and abstract only, 1997. http://web4.library.adelaide.edu.au/theses/09PH/09phc231.pdf.

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Winning, Herbert Keith. "Application and development of advanced engineering geographical information systems for pipeline design." Thesis, Coventry University, 2015. http://curve.coventry.ac.uk/open/items/4e581e2a-9d09-4b76-ace2-d76d22354719/1.

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This thesis proposes the use of an Advanced Engineering Geographical Information System (AEGIS) for the improved design of onshore pipelines, from concept to operation. The system is novel in that it is function rather than discipline or software specific. The thesis statement has been developed, and an aim and set of research objectives identified (along with the success criteria for the evaluation of the system), based on a review of current pipeline design methods. Drawing on a design science research methodology (DSRM), the thesis proposes the development of the system as an artefact in or

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Pasha, Faiq Hussain 1959. "Optimal control of a valve to avoid column separation and minimize waterhammer pressures in a pipeline." Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/558105.

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Sarkamo, J. (Juho). "Design, construction and commissioning of the EMMA experiment." Doctoral thesis, University of Oulu, 2014. http://urn.fi/urn:isbn:9789526205694.

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Abstract The work describes the design, construction and commissioning of the underground cosmic-ray experiment Experiment with MultiMuon Array (EMMA). The experiment is built into the Pyhäsalmi mine, in the town of Pyhäjärvi, Finland. The aim of EMMA is to determine the elemental composition of cosmic rays at an energy region around 4 PeV, the energy region called the ’knee’ region. This is achieved by measuring the lateral density distribution of high-energy muons originating from Extensive Air Showers (EAS). The design calculations for the EMMA experiment, which are based on the use of the

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O'hashi, Kazuhiko. "STUDY ON THE UNIQUE DESIGN, CONSTRUCTION AND OPERATION OF GUS PIPELINES IN THE PERMAFROST OF EAST SIBERIA." Kyoto University, 1998. http://hdl.handle.net/2433/157023.

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本文データは平成22年度国立国会図書館の学位論文(博士)のデジタル化実施により作成された画像ファイルを基にpdf変換したものである<br>Kyoto University (京都大学)<br>0048<br>新制・論文博士<br>博士(工学)<br>乙第9757号<br>論工博第3298号<br>新制||工||1099(附属図書館)<br>UT51-98-C211<br>(主査)教授小野紘一, 教授田村武, 教授岡二三生<br>学位規則第4条第2項該当

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Snodgrass, Robert E. "Mitigation of hazards posed by explosions in underground electrical vaults." Thesis, Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/19019.

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Snyman, M. F. "Numerical modelling of an offshore pipeline laid from a barge." Master's thesis, University of Cape Town, 1989. http://hdl.handle.net/11427/21804.

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Bibliography: pages 81-85.<br>This thesis addresses some of the issues involved in using numerical methods to simulate the laying of an offshore pipeline, the objective being to contribute to the expertise of the South African offshore technology. Of particular interest is the prediction of the stresses in the pipe during such an event. The thesis concentrates on the use and suitability of the finite element method to simulate the important aspects of the pipelaying problem. ABAQUS, a nonlinear general purpose finite element code, was chosen as numerical tool, and nonlinear effects such as geo

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Walsh, Bryan P. "Thermal and mechanical analysis of an explosion in an underground electrical vault." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/17317.

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Books on the topic "Underground pipelines Design and construction"

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Jeyapalan, Jey K. Advances in underground pipeline design, construction and management. s.n.], 2007.

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Pipeline installation: A manual for construction of buried pipe. Relativity Pub., 1996.

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Pipejacking and microtunnelling. Blackie Academic & Professional, 1993.

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H, Atkinson J., ed. Guide to the design of thrust blocks for buried pressure pipelines. Construction Industry Research and Information Association, 1994.

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American Society of Civil Engineers. Standard design and construction guidelines for microtunneling. American Society of Civil Engineers, 2015.

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International Society for Trenchless Technology. Introduction to trenchless technology: [for theinstallation and rehabilitation of small diameter pipes and ducts]. 2nd ed. International Society for Trenchless Technology, 1992.

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International Conference and Exhibition on Trenchless Construction for Utilities. (4th 1989 London, England). Developments underground: Fourth international conference and exhibition on trenchless construction for utilities, 11-14 April 1989, London U.K. : conference proceedings. ISTT, 1989.

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National Research Council (U.S.). Transportation Research Board. Annual Meeting, National Research Council (U.S.). Transportation Research Board. Committee on General Structures, National Research Council (U.S.). Transportation Research Board. Committee on Steel Bridges, et al., eds. Design of structures, 2006. Transportation Research Board, 2006.

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9

Moser, A. P. Buried pipe design. 2nd ed. McGraw-Hill, 2001.

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Moser, A. P. Buried pipe design. 3rd ed. McGraw-Hill, 2008.

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Book chapters on the topic "Underground pipelines Design and construction"

1

Moody, James. "Laboratory Gas Pipeline Construction." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-3.

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Moody, James. "Laboratory Gas Pipeline Design." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-4.

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Yamamoto, H., and K. Ono. "Design and construction of RCC Culvert." In (Re)Claiming the Underground Space. Routledge, 2022. http://dx.doi.org/10.1201/9780203741184-71.

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Rupprecht, S. M. "Underground Track Design, Construction and Maintenance." In Proceedings of the 27th International Symposium on Mine Planning and Equipment Selection - MPES 2018. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-99220-4_43.

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Moody, James. "Laboratory Gases, Types, and Equipment Encountered." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-1.

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Moody, James. "Laboratory Gas Supply: Plant and Equipment." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-2.

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Moody, James. "Gas Data: Inert Gases." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-5.

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Moody, James. "Gas Data: Flammable and Toxic Gases." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-6.

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Moody, James. "Sample Specification." In Design and Construction of Laboratory Gas Pipelines. Apple Academic Press, 2019. http://dx.doi.org/10.1201/9780429469732-7.

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Gattinoni, Paola, Enrico Maria Pizzarotti, and Laura Scesi. "Geological Problems in Underground Works Design and Construction." In Engineering Geology for Underground Works. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7850-4_1.

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Conference papers on the topic "Underground pipelines Design and construction"

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Chae, James, and Brandon Cole. "Underground Challenges on the Wilburton Sewer Project: Complex Design Elements Are Put to the Test during Construction." In Pipelines 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480892.048.

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Deng, Chuntao, Gabriel Salamanca, and Monica Santander. "Managing Integrity of Underground Fiberglass Pipelines." In 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31138.

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The majority of Husky’s fiberglass pipelines in Canada have been used in upstream oil gathering systems to carry corrosive substances. When properly designed and installed, fiberglass pipelines can be maintenance-free (i.e., no requirements for corrosion inhibition and cathodic protection, etc.) However, similar to many other upstream producers, Husky has experienced frequent fiberglass pipeline failures. A pipeline risk assessment was conducted using a load-resistance methodology for the likelihood assessment. Major threats and resistance-to-failure attributes were identified. The significanc

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Broyles, Jack, Paul Dusseault, and Frank Vanden Elsen. "Design and Construction of Pipeline Integrated Oil Storage Caverns." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0408.

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In response to industry demand, Hardisty Caverns Limited Partnership (HCLP) has developed cost effective underground storage facilities with a capacity to store 480,000 m3 (3 million barrels) of crude oil. This project is unique through the integration of existing underground salt caverns into a significant North American crude oil transportation hub. Annually, 64 million cubic meters (400 million barrels) of oil move through this hub. This project utilizes existing caverns developed in the late 1960’s. Significant work was required to upgrade the cavern facilities and to construct new surface

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Zhang, Zhenyong, and Tong Lei. "One Design Method of Pipeline in Mined-Out Area." In 2012 9th International Pipeline Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/ipc2012-90269.

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With the rapid development of oil and gas pipeline construction, there are more and more pipelines have to pass through the mineral deposits area. The surface cracking, subsidence and collapse will be occurred commonly because of the underground goaf after exploitation in mineral deposits area, and pipelines’ safety is faced with hidden troubles. In order to solve the contradiction between the pipeline construction and minerals mining, some research on design method of pipeline in mined-out area was carried out. The goaf subsidence prediction is constituted of subsidence influence factors anal

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Prasad, Neetu. "Integrity Management and Operating Experience of Gas Pipelines in Delhi." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0326.

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The operation of gas pipelines in utility corridor of a metropolitan city in a developing country has unique challenges. Through this paper, I would like to discuss the threats and mitigation measures in city area pipelines so as to ensure Pipeline Integrity. Excavations keep occurring because of various developmental activities. Construction of Flyovers, roads and subways disturb the pipeline route constantly necessitating Shifting / lowering of operating pipelines. Fault rectification by other agencies sharing the corridor, and proximity of High Voltage lines have also led to incidents resul

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Warnke, Daryle, and W. Brian Holtsbaum. "Impact of Thin Film Coatings on Cathodic Protection." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27325.

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Thin film coatings, such as fusion bonded epoxy (FBE) coatings have become more popular as an underground pipeline coating especially on large diameter pipelines. This together with improved construction techniques has resulted in very effective coatings. They do however present additional considerations in a cathodic protection design. This paper deals with some issues that one must bear in mind related to cathodic protection when dealing with these superior coatings including a modification to empirical data in cathodic protection pre-designs, an upper polarized potential to prevent cathodic

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Scott, C., B. Etheridge, and P. Vieth. "An Analysis of the Stresses Incurred in Pipe During Laying Operations." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64576.

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It is common practice during the construction of underground pipelines that pipe sections are welded together at surface level and then lowered into a pre-dug trench. Lowering of the pipeline into the trench incurs bending and/or torsional stresses that are not typically considered during the design of the pipeline. Current industry guidelines recommend the pipelines be lowered into the trenches with care in order to avoid cracking of the pipe, or yielding that could lead to residual stresses and distortion. There are currently no formal guidelines on how to minimize these stresses, or estimat

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Bujarbaruah, Prankush, Sukungta Monlai, Satyajit Chakrabarty, et al. "Utilization of High Resolution Integrated Indirect Inspection Survey Technologies as Part of the Direct Assessment Methodology of Ageing Non-Cathodically Protected Pipeline Network." In ASME 2021 India Oil and Gas Pipeline Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/iogpc2021-64097.

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Abstract There is an old adage “if it is not broken, do not fix it” and this could be applicable for our day-to-day menial activities, but could prove fatally disastrous if followed by any pipeline owners globally. Although, pipelines are statistically the safest means of transporting hydrocarbon — the consequence to an event could be exponential, even if the probability of the event to occur is low. The magnitude of consequence only goes higher with the ever-burgeoning population. To this effect, Oil India Limited (OIL) owns an intensive network of spider-webbed carbon steel pipelines in Uppe

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Bhende, Gaurav P., Pallavi B. Kulkarni, and Priyanka M. Kale. "Analyzing Effects of Soil Parameters on Buried Pipe Behavior and Deciding Governing Parameter Using Statistical Approach." In ASME 2015 India International Oil and Gas Pipeline Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/iogpc2015-7908.

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One of the most common and practical difficulties a pipeline engineer faces at the initial stage of the project is the lack of Soil survey data. Hence, various soil parameters like soil type, density, friction angle, cohesive pressure, depth of cover, pipe coating etc. are needed to be assumed. The critical designs like anchor block requirement, pipe route changes, support loads which involve a huge cost are required to be ‘Issued for Construction’ based on assumed data. This paper briefly illustrates and compares the results obtained from the two most common buried pipe stress analysis method

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Tabesh, Amir, Mohammad Najafi, Taha Ashoori, Razieh Tavakoli, and Seyed Mohsen Shahandashti. "Environmental Impacts of Pipeline Construction for Underground Freight Transportation." In Pipelines 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480878.017.

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Reports on the topic "Underground pipelines Design and construction"

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Pharris, T. C., and R. L. Kolpa. Overview of the design, construction, and operation of interstate liquid petroleum pipelines. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/925387.

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Schubert, Wulf, and Nedim RADONCIC. COMPUTER AIDS FOR DESIGN AND CONSTRUCTION OF UNDERGROUND STRUCTURES: THE AUSTRIAN STATE-OF-THE-ART. Cogeo@oeaw-giscience, 2011. http://dx.doi.org/10.5242/iamg.2011.0666.

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