Relevant bibliographies by topics / Underground infrastructure

Contents

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

Academic literature on the topic 'Underground infrastructure'

Author: Grafiati
Published: 4 June 2021
Last updated: 19 February 2022

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Journal articles on the topic "Underground infrastructure"

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Bajaj, Sachin, Amol Adhave, and Priyanka Avhad. "Management of Underground Infrastructure." International Journal of Computer Applications 128, no. 9 (October 15, 2015): 11–17. http://dx.doi.org/10.5120/ijca2015906627.

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SEKI, Ryunosuke. "Underground Web of Telecommunications Infrastructure." Journal of The Institute of Electrical Engineers of Japan 129, no. 4 (2009): 208–11. http://dx.doi.org/10.1541/ieejjournal.129.208.

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Kartozia, Boris A., and Andrey V. Korchak. "Scientific Principles for Shaping Underground Infrastructure of Megacities." Applied Mechanics and Materials 843 (July 2016): 17–24. http://dx.doi.org/10.4028/www.scientific.net/amm.843.17.

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The basic notion underlying urban underground development is that underground space is a non-renewable resource, therefore planning its use must be done in a sustainable, environmentally-responsible manner with due account taken of economic, functional, social, and legal aspects. This paper addresses issues related to the planning, siting, design, construction, operation and maintenance of underground structures in the city of Moscow. The mechanism of the interaction between an underground structure and the surrounding rock masses is described. It is shown that underground engineering can be significantly enhanced through the use of expert systems. The paper also discusses the need for changes to the legal framework for the use of urban underground space.
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Williams, Ian. "Heathrow Terminal 5: tunnelled underground infrastructure." Proceedings of the Institution of Civil Engineers - Civil Engineering 161, no. 5 (May 2008): 30–37. http://dx.doi.org/10.1680/cien.2007.161.5.30.

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Dias, Tiago Gerheim Souza, Márcio Muniz Farias, and André Pacheco Assis. "Large diameter shafts for underground infrastructure." Tunnelling and Underground Space Technology 45 (January 2015): 181–89. http://dx.doi.org/10.1016/j.tust.2014.09.010.

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Williams, Ddembe, Mick McManamus, Dipesh Patel, and John Williams. "Trends in Underground Railway Infrastructure Development." INSIGHT 7, no. 1 (April 2004): 9–12. http://dx.doi.org/10.1002/inst.2004719.

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Reilly, John J. "Public policy—Infrastructure and underground construction." Tunnelling and Underground Space Technology 10, no. 1 (January 1995): 3–4. http://dx.doi.org/10.1016/0886-7798(95)93307-s.

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Schall, Gerhard, Erick Mendez, Ernst Kruijff, Eduardo Veas, Sebastian Junghanns, Bernhard Reitinger, and Dieter Schmalstieg. "Handheld Augmented Reality for underground infrastructure visualization." Personal and Ubiquitous Computing 13, no. 4 (June 27, 2008): 281–91. http://dx.doi.org/10.1007/s00779-008-0204-5.

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Mendez, E., G. Schall, S. Havemann, D. Fellner, D. Schmalstieg, and S. Junghanns. "Generating Semantic 3D Models of Underground Infrastructure." IEEE Computer Graphics and Applications 28, no. 3 (May 2008): 48–57. http://dx.doi.org/10.1109/mcg.2008.53.

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Horvat, Ir E. "The future of underground infrastructure in Holland." Tunnelling and Underground Space Technology 11, no. 2 (April 1996): 258–60. http://dx.doi.org/10.1016/s0886-7798(96)90094-2.

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Dissertations / Theses on the topic "Underground infrastructure"

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Schafrik, Steven J. "Underground Wireless Mesh Communication Infrastructure Design Prediction and Optimization." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/19365.

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In an underground coal mine, the measure of a communication system is the coverage area it can provide at a quality that ensures a miner can communicate with other miners in and out of the mine during normal and emergency operations.  The coverage area of a wireless mesh communication system can be calculated using the tool, COMMs, developed and discussed in this document.  This tool can also be used to explore emergency operations, or operations where the mesh infrastructure is degraded or destroyed.  Most often, the communication system is also capable of transmitting data from sensors including a set of sensors, such as Radio Frequency Identification readers, described as the tracking system.
An underground tracking system is described as a system that calculates a location in a useful coordinate when a tracked device is underground.  The tracked device is a representative of a miner, group of miners or equipment, depending on state law and the mine\'s deployment.  The actual location of the miner or equipment being tracked is the Ground Truth Position (GTP) and the tracking system\'s representation in the same coordinate system at the same time is the Tracking System Position (TSP).  In an excellent tracking system the actual location, GTP, and TSP will be very close to each other.  This work also develops a set of calculated metrics that describe tracking system performance.
The Tracking Coverage Area metric refers to the area within the mine that the tracking system either actively measures a tracked device\'s location or infers it based on the spatial limitations of the mine and information other than active measurements. Average Accuracy is the arithmetic mean of a set of distances from the TSP to the GTP associated with a tracking system. The Average Cluster Radius metric is the average distance a set of TSPs are from their center point, which is determined by the average location of a TSP relative to the GTP.  A 90% Confidence Distance is the distance from a tracked device\'s actual location (i.e., GTP) that is greater than 90% of the collected distance from GTP to TSP magnitudes ("90th percentile").
Regulatory guidelines in the United States currently define different tracking qualities at locations in the mine.  These can be classified in location categories of Working Face, Strategic Areas, and Escapeways and Travel-ways.
All direct paths via escapeway or travel-way from the mine portal to the working face should be simplified into a one-dimensional path that is subdivided by the three regulatory categories.  Each of these subdivisions should be described using the metrics defined above.
These metrics can be predicted using COMMs for a tracking system that is utilizing an underground wireless mesh system that uses Received Signal Strength Indicators (RSSI) to calculate the TSP.  Because the tracking system\'s algorithm to convert RSSI into a TSP is proprietary to the manufacturer, in order to develop predictions the engineer must collaborate with the manufacturer.  In this document, the predictions and calculations were obtained in conjunction with the manufacturer and proved to be accurate describing the tracking system that was designed and tested.
Ph. D.
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Kramer, Zachariah 1972. "Lessons from the underground : the pedagogic possibility of urban infrastructure." Thesis, Massachusetts Institute of Technology, 2002. http://hdl.handle.net/1721.1/67746.

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Thesis (M.Arch.)--Massachusetts Institute of Technology, Dept. of Architecture, 2002.
Includes bibliographical references (p. 75-76).
There is no end of superlatives regarding Boston's Central Artery/Tunnel project [CA/T] , also known as "The Big Dig". Each day, as the budget grows and the construction progresses, another benchmark is passed. It has been ubiquitous in the city for over a decade, and yet, the goal of this project-that has literally torn through the earth of downtown, South Boston, East Boston, and finally stretched across the Charles River to Charlestown-is to conceal the enormous infrastructure change as much as possible. The artificiality of a city is easily forgotten-in part because it is tremendously complex to consider how a city is formed. Repeated visits to the same places yield distinct impressions. An enriched awareness of a place makes it unique among the complexity, a destination. This thesis proposes four new destinations, distributed along the CA/T path through Boston, that will enrich the awareness of the city and its supporting infrastructure. By strategically choosing installation points, each with different architectural requirements, unique aspects of the CA/T can be revealed. A visit to the four sites will yield an understanding-through direct physical experience-of the CAIT and its path through Boston, and of urban infrastructure there and elsewhere. All of the locations present opportunities to explain the myriad urban implications- from hydrology to neighborhood formation-inherent in such an enormous endeavor. The hope is to increase a visitor's awareness of their surroundings, and to foster the questions that lead to a deeper awareness of this and other places.
by Zachariah Kramer.
M.Arch.
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Brodic, Bojan. "Multicomponent digital-based seismic land-streamer for urban underground infrastructure planning." Licentiate thesis, Uppsala universitet, Geofysik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-267426.

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Hitchcock, Alistair. "Improving delivery of underground transportation infrastructure : an observational method case history." Thesis, University of Southampton, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.431943.

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Sela, Sebastian, and Elliot Gustafsson. "Interactive Visualization of Underground Infrastructures via Mixed Reality." Thesis, Högskolan i Halmstad, Akademin för informationsteknologi, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-39771.

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Visualization of underground infrastructures, such as pipes and cables, can be useful for infrastructure providers and can be utilized for both planning and maintenance. The purpose of this project is therefore to develop a system that provides interactive visualization of underground infrastructures using mixed reality. This requires positioning the user and virtual objects outdoors, as well as optimizing the system for outdoor use. To accomplish these, GPS coordinates must be known so the system is  capable of accurately drawing virtual underground infrastructures in real time in relation to the real world. To get GPS data into the system, a lightweight web server written in Python was developed to run on GPS-enabled Android devices, which responds to a given HTTP request with the current GPS coordinates of the device. A mixed reality application was developed in Unity and written in C# for the Microsoft HoloLens. This requests the coordinates via HTTP in order to draw virtual objects, commonly called holograms, representing the underground infrastructure. The application uses the Haversine formula to calculate distances using GPS coordinates. Data, including GPS coordinates, pertaining real underground infrastructures have been provided by Halmstad Energi och Miljö. The result is therefore a HoloLens application which, in combination with a Python script, draws virtual objects based on real data (type of structures, size, and their corresponding coordinates) to enable the user to view the underground infrastructure. The user can customize the experience by choosing to display certain types of pipes, or changing the chosen navigational tool. Users can also view the information of valves, such as their ID, type, and coordinates. Although the developed application is fully functional, the visualization of holograms with HoloLens outdoors is problematic because of the brightness of natural light affecting the application’s visibility, and lack of points for tracking of its surroundings causing the visualization to be wrongly displayed. Visualization of underground infrastructures, such as pipes and cables, can be useful for infrastructure providers and can be utilized for both planning and maintenance. The purpose of this project is therefore to develop a system that provides interactive visualization of underground infrastructures using mixed reality. This requires positioning the user and virtual objects outdoors, as well as optimizing the system for outdoor use. To accomplish these, GPS coordinates must be known so the system is capable of accurately drawing virtual underground infrastructures in real time in relation to the real world. To get GPS data into the system, a lightweight web server written in Python was developed to run on GPS-enabled Android devices, which responds to a given HTTP request with the current GPS coordinates of the device. A mixed reality application was developed in Unity and written in C# for the Microsoft HoloLens. This requests the coordinates via HTTP in order to draw virtual objects, commonly called holograms, representing the underground infrastructure. The application uses the Haversine formula to calculate distances using GPS coordinates. Data, including GPS coordinates, pertaining real underground infrastructures have been provided by Halmstad Energi och Miljö. The result is therefore a HoloLens application which, in combination with a Python script, draws virtual objects based on real data (type of structures, size, and their corresponding coordinates) to enable the user to view the underground infrastructure. The user can customize the experience by choosing to display certain types of pipes, or changing the chosen navigational tool. Users can also view the information of valves, such as their ID, type, and coordinates. Although the developed application is fully functional, the visualization of holograms with HoloLens outdoors is problematic because of the brightness of natural light affecting the application’s visibility, and lack of points for tracking of its surroundings causing the visualization to be wrongly displayed.
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Makana, Lewis O. "Development of a decision support system for sustainable and resilience evaluation of urban underground space physical infrastructure." Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/6262/.

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The research described in this thesis proposes a new,novel evaluation ‘framework’ and accompanying operational ‘model’, the ‘SUURE’ (Sustainable Underground Use Resilience Evaluation) ‘framework’, which adopts a socio-ecological systems (SES) approach to evaluation, combining sustainability science and resilience theory, at the same time incorporating a range of interdisciplinary tools and methods to achieve this. It purposes at its core to aid in sustainability evaluation of urban underground space, by evaluating the process to the outcome of sustainable solutions i.e. the capacity to adapt to change in different steady states. In consequence, a fundamentally different approach to planning that utilises future socio-ecological scenarios (NSP, PR, MF and FW) is incorporated in the ‘framework’ as a means of evaluating through its operational ‘model’, the sensitivity of investment decisions made today in the name of sustainability i.e. will the proposed engineering sustainability solution continue to deliver its intended function into the future, whatever that may be. The SUURE operational ‘model’ was employed as a proof of concept to the case study area of Birmingham Eastside, evaluating the potential use of multi-utility tunnels (MUT) in Eastside as a means of engendering sustainable and resilient use of urban underground space, through sustainable utility placement, both now and into the future. The flush-fitting MUT was found to be having the highest overall baseline (present-day) performance resilience index ratio at mean of 0.739, the shallow MUT second at 0.656, and the deep MUT last at 0.212. With regard to the evaluation of continued MUT functional performance into the future (whatever that may be), all three MUT options, if implemented today in the name of sustainability, would continue to deliver and retain their core functional performance, the deep MUT showing the most significant increase across all evaluation clusters (social, economic, physical, bio-physical and location aspects).
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Pereira, Mauricio. "Ground Penetrating Radar Imaging and Systems." ScholarWorks @ UVM, 2019. https://scholarworks.uvm.edu/graddis/1139.

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The ASCE confers an overall D+ grade to American infrastructure, while the NAE lists the restoration and improvement of urban infrastructure as one of its grand engineering challenges for the 21st century, indicating that infrastructure renovation and development is a major challenge in the US. Furthermore, according to the UN World Urbanization Prospects, about 55% of the world's population lives in urban areas and this percentage is set to grow, especially in Africa and Asia. The growth of urban population poses challenges to the expansion of underground infrastructure, such as water, sewage, electricity and telecommunications. Localization and mapping of underground infrastructure are fundamental for infrastructure maintenance and development. Ground penetrating radar (GPR) is a remote sensing method capable of detecting subsurface assets that has been used in the localization and mapping of underground utilities. This thesis contributes improvements of GPR systems and imaging algorithms towards smarter infrastructure, specifically: Application of GPR imaging algorithm to improve GPR data readability and generate augmented reality (AR) content; Use of photogrammetric methods to improve GPR positioning for underground infrastructure localization and mapping.
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Tsegay, Awet Eyob. "Underground Stormwater Treatment Performance in Urban Coastal Catchments: Case Study of Baffle Boxes in the City of Tampa." Scholar Commons, 2018. https://scholarcommons.usf.edu/etd/7372.

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In coastal urban regions, underground stormwater treatment units are suitable infrastructure options because they take less space where premium land is expensive. Even then, they should be accessible and ideally small enough to fit into existing stormwater networks. Since 2003, the City of Tampa and Florida’s Department of Transportation (FDOT) have installed 47 baffle boxes into the city’s stormwater pipe networks. Baffle boxes are underground stormwater treatment structures designed to capture sediments and floating debris. Since their deployment, many challenges regarding their practical sediment capturing performance was raised by the city. The objective of this research was to evaluate the effects of rainfall, land use, and maintenance on the sediment trapping efficiency of the baffle boxes and identify solutions to enhance their performance. This was addressed through site visits, sediment accumulation measurements and analysis of historical and field data. The results of these measurements and analysis were then compared to rainfall intensity, catchment characteristics, size and type of the units. During the preliminary site visits and sediment measurements it was observed that most of the units located in the south of Tampa were inundated by backflows from Tampa Bay. Survey information collected from inspection crew members also showed that resuspension of trapped sediments frequently occurs in these units. Concerning operation and maintenance (O&M), it was indicated that units mounted with screens are costly and difficult to clean-out. Additionally, it was found that 80% of the units have very small trap inlets and lack the baffle structures needed to slow down and settle sediments. Historical sediment measurements and O&M practices were analyzed to calculate the overall performance of the units. The analysis of the data determined the sediments captured, the resuspension rate, and yearly cost of maintenance for different types of baffle boxes. Rainfall intensity and land use and land cover (LULC) data for each catchment of the units was correlated to the performance of the units. The LULC data used impervious fraction and tree canopy area of the catchments to project sediment and leaf matter accumulation within the units. This research study found that total daily rainfall intensity is a good predictor of sediment accumulation. Cleanout crews can use this relationship to conduct their work efficiently and to promptly react to occurring rainfall events. Thus, the prediction of sediments accumulated from rainfall events and the coordination of clean-out trucks can optimize O&M practices. It was also determined that large-sized (24-40 in) units and those with three chambers (baffles) perform better at trapping sediments. Thus, installing baffles in units within the large-sized ones can enhance their performance. The study also found that baffle boxes mounted with screens can individually take up to eight hours to cleanup which makes them costly and difficult. This can be detrimental for municipalities to follow up on their O&M practices effectively. Therefore, to alleviate the clean out complexity and reduce maintenance expenditures complementary practices such as bag filters need to be explored and implemented for trials
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Rocco, Jefferson. "Métodos e procedimentos para a execução e o georreferenciamento de redes subterrâneas da infra-estrutura urbana." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-19042007-162037/.

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Neste trabalho foram pesquisados os métodos e procedimentos utilizados na execução de obras das redes subterrâneas da infra-estrutura urbana, desde a demarcação até a elaboração da planta do levantamento de como construído. Os equipamentos utilizados na execução de obras, tanto os não destrutivos, como os destrutivos e aqueles de localização de dutos e cabos enterrados. São também apresentados e detalhados os procedimentos à luz das normas técnicas, para o devido georreferenciamento das redes de infra-estrutura subterrânea. Foram inclusive analisados os resultados obtidos para o posicionamento das redes, conforme apresenta o estudo de casos, em obras com a utilização de equipamentos para a localização de cabos e dutos enterrados. Finalmente são sugeridas propostas para o georreferenciamento das redes de infra-estrutura urbana com a finalidade de constituição de um cadastro único.
This study investigates the methods and procedures used in the urban infrastructure underground network, from the demarcation to the production of the as-built survey plant. The equipments used in the execution of services, as far as non destructive, destructive as well as in the localization of underground pipe and cables are concerned, are presented and the procedures are detailed for underground infrastructure network georeferencing, considering the standard norms. The results of the network positioning with the utilization of equipments for underground pipes and cables equipments are analysed, as shown in the case study. Finally, proposals for the urban underground network georeferencing are presented in order to build a unique cadastre.
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Saad, Lina. "Omfattningsändringar i infrastrukturprojekt : En fallstudie med fokus på ett tunnelbaneprojekt i tidiga skeden." Thesis, KTH, Fastigheter och byggande, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-298311.

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Transportinfrastruktursystem spelar en viktig roll i stadsutvecklingen. Nyttjandet av underjordiska utrymmen för transportsystem ökar alltmer och används som potentiella lösningar för att lösa urbaniseringsproblem. För att möta den snabba befolkningstillväxt som Stockholm står inför initierade regeringen Stockholmsöverenskommelsen 2013 som innebar en omfattande utbyggnad av tunnelbanenätet samt en ökad bostadsbebyggelse. Tunnelbaneutbyggnaden är i Sverige den första att genomföras på trettio år och projektet har i det tidiga skedet redan ändrats i omfattning i två etapper.  Syftet med studien är att bidra till en ökad förståelse inom området inför framtida projekt av samma karaktär. Målsättningen är att undersöka vilka faktorer som påverkar projektets benägenhet att ändras och hur dessa faktorer i sin tur påverkar projektledarens möjligheter att leda projektet. Problemet avgränsas till ett beställarperspektiv i tidiga skeden och studeras i en svensk kontext.  Forskningen har genomförts som en kvalitativ fallstudie. Fallstudien består av dels en intervjustudie dels en dokumentstudie. Det studerade fallet representerar projekt Akalla-Barkarby som är ett av de delprojekt som ingår i Stockholmsöverenskommelsen.  Studien har identifierat ett antal faktorer som antas påverka projektomfattningen till en större benägenhet att ändras. Dessa faktorer är relaterade till dels de förutsättningar som låg till grund för projektet i och med investeringsbeslutet dels komplexiteten i projektsystemet. Dessa faktorer skapar osäkerheter och begränsar projektledarens möjligheter att leda projektet.
Transportation infrastructure systems play an important role in urban development. The use of underground spaces for transport systems is increasing and is viewed as a potential solution to solve urbanization problems. To meet the rapid population growth that Stockholm is facing, the government initiated the Stockholm Agreement in 2013, which entailed an extensive expansion of the metro system and an increased housing development. The metro system expansion in Sweden is the first to be completed in thirty years and the project has in the early stages already changed in scope twice.  The purpose of the study is to contribute to an increased understanding in the field for future projects of the same nature. The aim is to investigate the factors that affect the project's propensity to change and how these factors in turn affect the project manager's opportunities to lead the project. The problem is limited to a Client perspective in the early stages and is studied in a Swedish context. The research has been carried out as a qualitative case study. The case study consists partly of an interview study and partly of a document study. The case represents the Akalla - Barkarby project, which is one of the sub-projects included in the Stockholm Agreement.  The study has identified several factors that are assumed to influence the project scope to a greater tendency to change. These factors are related partly to the preconditions of the project based in the investment decision and partly to the complexity of the project system. These factors create uncertainties and limit the project manager's opportunities to lead the project.
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Books on the topic "Underground infrastructure"

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Underground Infrastructure of Urban Areas: Book + CD-ROM. Abingdon: CRC Press [Imprint], 2008.

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International Conference on Underground Infrastructure Research (1st 1988 Washington, D.C.). First International Conference on Underground Infrastructure Research: [proceedings]. Denver, CO: American Water Works Association Research Foundation, 1989.

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Yang, J. James, Wen-Chieh Cheng, and Shuying Wang, eds. Advanced Tunneling Techniques and Information Modeling of Underground Infrastructure. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79672-3.

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International Conference on Underground Construction in Modern Infrastructure (1998 Stockholm, Sweden). Underground construction in modern infrastructure: Proceedings of the International Conference on Underground Construction in Modern Infrastructure, Stockholm, Sweden, 7-9 June 1998. Rotterdam: Balkema, 1998.

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International Conference on Underground Construction in Modern Infrastructure (1998 Stockholm Sweden). Underground construction in modern infrastructure: Proceedings of the International Conference on Underground Construction in Modern Infrastructure : Stockholm, Sweden, 7-9 June, 1998. Rotterdam: Balkema, 1998.

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International Conference on Underground Infrastructure Research (2001 Kitchener, Ontario, Canada). Underground infrastructure research: Municipal, industrial, and environmental applications : proceedings of the International Conference on Underground Infrastructure Research, Kitchener, Ontario, 11-13 June 2001. Lisse, Netherlands: A.A. Balkema, 2001.

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India) Tunnelling Asia' 2013 (2013 New Delhi. Tunnelling Asia' 2013: Using underground space for infrastructure projects : issues & challenges, 26-28 February, 2013, New Delhi, India : proceedings. Edited by Ramamurthy, T., editor of compilation, Kanjlia, V. K., editor of compilation, Gupta, A. C., editor of compilation, India. Central Board of Irrigation and Power, International Tunnelling and Underground Space Association, and Tunnelling Association of India. New Delhi]: [Central Board of Irrigation and Power], 2013.

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San Francisco (Calif.). Dept. of Public Works. San Francisco Zoological Gardens: Infrastructure master plan : final report. [San Francisco]: The Dept., 1995.

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California Energy Commission. Public Interest Energy Research. Analysis of California natural gas market, supply infrastructure, regulatory implications, and future market conditions: PIER final project report. Sacramento, Calif.]: California Energy Commission, 2009.

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Bhawani, Singh, and Zhao Jian 1960-, eds. Underground infrastructures: Planning, design, and construction. Waltham, MA: Elsevier/Butterworth-Heinemann, 2012.

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Book chapters on the topic "Underground infrastructure"

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de Mulder, E. F. J., C. C. D. F. van Ree, and H. R. G. K. Hack. "Geo-environmental Aspects of European Underground Infrastructure." In Environmental Security of the European Cross-Border Energy Supply Infrastructure, 133–53. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-9538-8_9.

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Thépot, O. "The structural design of non-circular linings." In Underground Infrastructure Research, 65–74. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-10.

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Duyvestyn, G. M., M. A. Knight, and M. A. Polak. "Horizontal direction drilling research program – University of Waterloo." In Underground Infrastructure Research, 77–88. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-12.

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Fernando, V., and I. D. Moore. "Installation loads on new pipelines during pipe bursting." In Underground Infrastructure Research, 89–93. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-13.

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Makar, J. M., and R. Desnoyers. "Three dimensional mapping of corrosion pits in cast iron pipe using the remote field effect." In Underground Infrastructure Research, 95–104. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-14.

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Seica, M. V., J. A. Packer, and B. J. Adams. "Experimental investigation of Toronto water main samples." In Underground Infrastructure Research, 105–14. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-15.

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Allouche, E. N., S. Wong, and M. E. Baumert. "Full scale testing of concrete pipe bedding design." In Underground Infrastructure Research, 117–24. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-17.

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Davies, J. P., B. A. Clarke, J. T. Whiter, and R. J. Cunningham. "A statistical investigation of structurally unsound sewers." In Underground Infrastructure Research, 125–31. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-18.

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Diab, Y., and D. Morand. "The considerations of risks in the analysis of urban buried pipes behavior." In Underground Infrastructure Research, 133–38. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-19.

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Bakeer, R. M., S. E. Pechon, J. E. Taylor, S. Chunduru, and M. E. Barber. "Buckling of HDPE liners under external uniform pressure." In Underground Infrastructure Research, 3–11. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-2.

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Conference papers on the topic "Underground infrastructure"

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Miller, M. H. B., G. P. Hancke, and L. Horvath. "Underground communications infrastructure design." In 1999 IEEE Africon. 5th Africon Conference in Africa. IEEE, 1999. http://dx.doi.org/10.1109/afrcon.1999.820861.

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Murseli, Arsim. "City center, underground infrastructure." In University for Business and Technology International Conference. Pristina, Kosovo: University for Business and Technology, 2017. http://dx.doi.org/10.33107/ubt-ic.2017.20.

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Diaz, Diana, Yun Bai, and Jixiang Chen. "Integrated Sustainable Underground Space Development." In International Conference on Sustainable Infrastructure 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784481202.020.

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Huston, Dryver, Tian Xia, Yu Zhang, Taian Fan, Dan Orfeo, and Jonathan Razinger. "Urban underground infrastructure mapping and assessment." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Jerome P. Lynch. SPIE, 2017. http://dx.doi.org/10.1117/12.2263530.

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Zrinjski, Mladen. "METHODS�OF�DETECTING�THE�UNDERGROUND�INFRASTRUCTURE�OBJECTS." In SGEM2012 12th International Multidisciplinary Scientific GeoConference and EXPO. Stef92 Technology, 2012. http://dx.doi.org/10.5593/sgem2012/s07.v2013.

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HUSTON, DRYVER, TIAN XIA, DYLAN BURNS, DAN ORFEO, YU ZHANG, and CONNIE OU. "Mapping, Assessing and Monitoring Urban Underground Infrastructure." In Structural Health Monitoring 2017. Lancaster, PA: DEStech Publications, Inc., 2017. http://dx.doi.org/10.12783/shm2017/13873.

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Svensson, Mats, and Olof Friberg. "COMMUNICATION OF GEOPHYSICS IN UNDERGROUND INFRASTRUCTURE PROJECTS." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2018. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2018. http://dx.doi.org/10.4133/sageep.31-032.

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Jalil Al-Bayati, Ahmed, Louis Panzer, and Khalid Kaddoura. "Minimizing Underground Infrastructure Damages: Utility Locators’ Perspectives." In Pipelines 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784483213.043.

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Andronico, Giuseppe, Xiaomei Zhang, and Weidong Li. "Jiangmen Underground Neutrino Observatory computing requirements and infrastructure." In XXIX International Symposium on Lepton Photon Interactions at High Energies. Trieste, Italy: Sissa Medialab, 2019. http://dx.doi.org/10.22323/1.367.0122.

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Walbrecht, J. "Underground Gas Storage in the European Gas Infrastructure." In 1st Sustainable Earth Sciences Conference and Exhibition (SES2011). Netherlands: EAGE Publications BV, 2011. http://dx.doi.org/10.3997/2214-4609.20144187.

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Reports on the topic "Underground infrastructure"

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Bos, Randall J., Thomas N. Dey, and Scott R. Runnels. Underground Infrastructure Impacts Due to a Surface Burst Nuclear Device in an Urban Canyon Environment. Office of Scientific and Technical Information (OSTI), July 2012. http://dx.doi.org/10.2172/1045394.

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