Relevant bibliographies by topics / Floating construction

Contents

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

Academic literature on the topic 'Floating construction'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Floating construction"

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Price, W. A. "Floating ports — Design and construction practices." Coastal Engineering 13, no. 2 (July 1989): 206–7. http://dx.doi.org/10.1016/0378-3839(89)90025-2.

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Streblow, A. G. "BREAKWATER CONSTRUCTION." Coastal Engineering Proceedings 1, no. 1 (May 12, 2010): 25. http://dx.doi.org/10.9753/icce.v1.25.

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Upon receipt of an invitation to participate in this conference and present a paper on the subject of Breakwater Construction, I was happy to accept, feeling that I would benefit to a far greater degree than my contribution to a subject in which I, and the concern which I represent, have had a deep interest for many years. Our experience embraces some of the major jetty and sea wall construction in San Francisco Bay, viz: Treasure Island, Mare Island, Alameda Naval Air Station, Sacramento and San Joaquin River bank protection and other jetties along the Northern California Coast, including Crescent City. This paper is limited to breakwater construction on the basis of our experience previously mentioned. The subject has been divided into two parts, namely, (1) construction of jetties, or breakwaters which can be built by use of floating equipment and (2) construction of jetties which are not practicable to be built by use of floating equipment.
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Utomo, Edy. "Perbandingan Desain Dermaga Terapung Pada Sistem Konstruksi Melintang dan Memanjang “Studi Kasus Dermaga Pelabuhan Tideng Pale Kabupaten Tana Tidung”." Borneo Engineering : Jurnal Teknik Sipil 2, no. 1 (June 27, 2018): 1. http://dx.doi.org/10.35334/be.v2i1.607.

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Floating port is a barge made of rectangular steel or concrete that can float to adjust the water lavel. Barge is a cargo ship type do not have a propulsion system. So, design of floating port preferably aqual to ship design. There are 3 types of barge construction system, that are longitudinal system, transversal system and mixed construction. To get the optimal design of floating port, comparison of design based on the construction system is needed. Case study in this research ia a Tideng Pale-KTT floating port. Deformation and stress analysis using FEA method on 2 models of construction system, that are transversal and longitudinal. Based on results, both of construction system produce a good strength value. However, there are some construction component which does not match the placement of the construction system. Results of construction costs have 5,51% deviation, longitudinal sytem is more expensive. So, produce the hypotheses to do a combination for both of construction systems.
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Hasanudin, Hasanudin, and Ardi Nugroho Yulianto. "Design and Construction of Spud Housing for Floating Dock." MATEC Web of Conferences 159 (2018): 02060. http://dx.doi.org/10.1051/matecconf/201815902060.

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A floating dock is a type of pontoon for dry docking ships, possessing floodable buoyancy chambers. The Floating docks have more advantages than the other type of ship docking for maintenance. The purpose of the research study is to design and calculate of spud housing construction for floating dock. The spud housing is used to keep of floating dock in the safe condition. Mild steel material is used to construction of spud housing with yield point 235 x 106 N/m2. Design calculations were done by finite element analysis (FEA). The minimum stress is 1042.36 N/m2 and minimum deflection is 0.447 mm. The maximum stress is 0.142 x 109 N/m2 and maximum deflection is 4.019 mm. The maximum stress is not more than yield point of material.
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Windyandari, Aulia, and Ahmad Fauzan Zakki. "RANCANG BANGUN MODULAR FLOATING PONTOON FERROCEMENT SEBAGAI ALAT APUNG MULTIGUNA." ROTASI 16, no. 4 (October 1, 2014): 1. http://dx.doi.org/10.14710/rotasi.16.4.1-8.

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Modular floating pontoon is a floating device commonly used as civil and marine construction. Pontoon is usually made of steel and high-density polyethylene (HDPE). Although the steel and HDPE has its own advantages and disadvantages in terms of economic, strength, and capacity. However the study of alternative raw materials for modular floating pontoon construction as multipurpose floating equipment is needed. Ferrocement which is familiar in the used for building construction material is an alternative material. Since the material is easy to find and it is such a versatile material that can be mass produced and has the mechanical strength that is simillar to steel and other materials. Following that condition the research is focused on the application of ferrocement technology for modular floating floating pontoon. The results show that the principal dimension of modular floating pontoon are length 80 cm, width 80 cm, height 75 cm, with the lightweight draft of pontoons is 30 cm. The material proportions for the modular floating pontoon are sand 48.2%, cement 34.5% and water 17.3%. Modular floating pontoon series consists of four Pontoons Square compiled with interlink (hook) so that the total of the package pontoon has a 160 cm long, 160 cm wide and 75 cm high.
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Li, Xiao Long, Bing Long Wang, Xue Li, and Chang Ji. "Analysis of Anti-Floating Measures and Construction Parameters of Shield Tunnel through River under Ultra-Shallow Covering." Applied Mechanics and Materials 353-356 (August 2013): 628–34. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.628.

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Shield tunnel through the river under shallow covering usually facing the phenomenon of tunnel floating due to the thickness of overburden layer inadequate,and resulting in flooding accident due to the overburden layer split.Aiming at the project of Hangzhou metro line one through the Tangjia river under ultra-shallow covering,checking the thickness of overburden layer and taking the measures of anti-floating plate,uplift pile and jet-grouting piles to resist tunnel floating;through the control of soil chamber pressure,driving speed and grouting pressure in the process of construction,tunnel axis is controlled within±30mm,the amount of surface uplift is less than 10mm,tunnel segments without breakage and leakage.The results show that using anti-floating plate,uplift pile and jet-grouting piles,and controlling the construction parameters strictly are effective measures to resist tunnel floating and ensure construction safety.
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Cai, Lu Xiang. "The Construction Method and Plant Configuration of New-Style Ecological Floating Island." Advanced Materials Research 573-574 (October 2012): 223–27. http://dx.doi.org/10.4028/www.scientific.net/amr.573-574.223.

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This paper describes the basic characteristics of the ecological floating island, the improvement and innovation in the construction method of the new eco-floating island and the basic basis of the configuration and choice of plants, as well as outlooks the development trend of the island. It has some inspiration on the design and application of new eco-floating island.
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Li, Jian Ping, Pin Tan, Jin Huang, and Xiang Jun Wang. "Simulation and Experimental Study of Floating with Engineering Mechanics on Box Girder Steel Interior Formwork Used in the High Speed Railway." Applied Mechanics and Materials 540 (April 2014): 185–88. http://dx.doi.org/10.4028/www.scientific.net/amm.540.185.

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During the construction of high speed railway box girder, the interior formwork’s floating problem is always been a big common quality fault plagued the construction in the process of concrete pouring, this leads to the roof thickness of box girder arising, the harm is great. This paper combined the construction project of Hebang single linear 32 meter interior formwork, according to the actual condition of the construction, proceeding the simulation analysis and experimental study of floating date on box girder interior formwork. Using the solidworks2010 establish the mode of box girder interior formwork, then, import the mode to the workbench14.5 proceeding simulation analysis. The simulation analysis of interior formwork maximal floating date is 10.67 millimeter, while the measured date is 10.63 millimeter, the deviation is 3.2%. The result manifests the feasibility of the simulation analysis of interior formwork floating date, this provide a reference to the structure optimization of the interior formwork used in the high speed railway.
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Luo, Sheng. "Research and Application of Anti-floating Schemes of Deep Foundation Pit of Subway for Underwater Excavation and underwater concrete sealing." E3S Web of Conferences 165 (2020): 04001. http://dx.doi.org/10.1051/e3sconf/202016504001.

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To implement deep foundation pit of subway construction with underground continuous wall adopting underwater excavation and waterproofing concrete bottom sealing curtain, the depth of bottom concrete must first meet the anti-floating requirements of the foundation pit. Since the elevation of the bottom slab of the station is certain, the thicker the sealing concrete, the deeper the excavation depth of the foundation pit, the greater the buoyancy of the water to be withstood, and eventually the thicker the sealing concrete, so the selection of foundation pit anti-floating scheme is very critical. This paper combines the practical construction of the deep foundation pit of the main structure of Yongdingmenwai station which is in the third phase of Beijing Metro Line 8 construction project, and analyzes and compares the anti-floating scheme of the foundation pit, so as to select a more reasonable anti-floating scheme, in order to apply experiences for future similar projects and construction.
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Su, Fang Li, Hai Fu Li, Tie Liang Wang, and Sheng Yu Shi. "Simulation of Ecological Floating Island Fixation Methods under Different Flow Velocity." Applied Mechanics and Materials 220-223 (November 2012): 1665–69. http://dx.doi.org/10.4028/www.scientific.net/amm.220-223.1665.

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For the purpose to provide a reference for ecological floating island construction of Liao river, this paper simulated different flow velocity to research the stability of floating island with different fixation methods based on the actual hydrological data of Liao river at the comprehensive experimental base of Shenyang agricultural university. Results show that the stability of floating island with different fixation methods under different flow velocity have significant difference. The data of longitudinal displacement shows the stability of staking floating island is best, the following one is cableway and the sinker is worse. The data of lateral displacement shows the stability of cableway floating island is best, the following one is staking and the sinker is worse. The data of vertical floating displacement shows the stability of cableway floating island is best, the following one is sinker and the staking is worse. Comprehensively, the stability of cableway floating island is best, staking is better and the sinker is less stable. Consequently, this study recommended the cableway and staking floating island as the ideal types in experimental construction in Liaohe river.
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Dissertations / Theses on the topic "Floating construction"

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Adil, Farhan. "Offset reduction using floating-gate devices." Thesis, Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/14945.

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Pereira, Angelo W. D. "A floating-gate delta-sigma modulator." Diss., Available online, Georgia Institute of Technology, 2004:, 2003. http://etd.gatech.edu/theses/available/etd-04072004-180136/unrestricted/pereira%5Fangelo%5Fw%5F200312%5Fms.pdf.

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Brady, Philomena C. "Offset correction in flash ADCs using floating-gate circuits." Thesis, Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/14832.

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Lui, Tin-pak. "Modular floating factory experimental offshore building components prefabrication /." Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B31987205.

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Jurewicz, Jacob M. "Design and construction of an offshore floating nuclear power plant." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/103707.

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Thesis: S.M. and S.B., Massachusetts Institute of Technology, Department of Nuclear Science and Engineering, 2015.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 135-138).
This thesis details the ongoing development of a new Offshore Floating Nuclear Plant (OFNP) concept that exhibits a promising potential for economic and rapid deployment on a global scale. The OFNP creatively combines state-of-the-art Light Water Reactors (LWRs) and floating platforms similar to those used in offshore oil and gas operations. A reliable and cost-effective global supply chain exists for both technologies, which enables a robust expansion in the use of nuclear energy on a time scale consistent with combating climate change in the near future. The OFNP is a plant that can be entirely built within a floating platform in a shipyard, transferred to the site, where it is anchored within 12 nautical miles (22 km) off the coast in relatively deep water (=/> 100 m), and connected to the grid via submarine AC transmission cables. Shipyard construction ensures a supply of qualified workers and facilities, and it brings mass-production-like construction efficiency to existing reactor designs. Eventual shipyard decommissioning allows sites to immediately return to a "green field" condition when the plant's life is spent. The crews would operate in monthly or semi-monthly shifts with onboard living quarters, similar to oil and gas platforms. The OFNP is a nuclear plant specifically designed for the global market: it can be constructed in one country or multiple countries and exported internationally. It lends itself to a flexible and mobile electricity generation strategy, which minimizes the need for indigenous nuclear infrastructure in the host country and does not commit the customer to a 40 to 60 years-long project.
by Jacob M. Jurewicz.
S.M. and S.B.
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Low, Aichen. "A floating-gate low dropout voltage regulator." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/14886.

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Hacene-Djaballah, Nouri. "Floating floor attenuation of impact structure-borne sound in timber construction." Fairfax, VA : George Mason University, 2009. http://hdl.handle.net/1920/4598.

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Thesis (M.S.)--George Mason University, 2009.
Vita: p. 42. Thesis director: Girum Urgessa. Submitted in partial fulfillment of the requirements for the degree of Master of Science in Civil, Environmental, and Infrastructure Engineering. Title from PDF t.p. (viewed Oct. 12, 2009). Includes bibliographical references (p. 39-41). Also issued in print.
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Lui, Tin-pak, and 雷天柏. "Modular floating factory: experimental offshore building components prefabrication." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B31987205.

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Serrano, Guillermo J. "Floating-gate digital to analog converter for retinal implant applications." Thesis, Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/13312.

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Byres, Ronald David. "The application of floating breakwaters in British Columbia." Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/28370.

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The nature of British Columbia coastal and inland waterways affords many locations where floating breakwaters are or could be used to protect small-craft harbours from wave action. A field survey of many of the current breakwater sites is undertaken in order to establish qualitative performance criteria of various designs. A two-dimensional numerical model is developed to predict the oscillatory response and wave transmission characteristics for a number of common breakwater designs. Finally, experiments with two configurations of breakwater models were carried out in the Hydraulics Laboratory at the University of British Columbia. The experiments were designed to validate the numerical model and to estimate viscous damping coefficients required in the numerical solution.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Books on the topic "Floating construction"

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Floating ports: Design and construction practices. Houston: Gulf Pub. Co., Book Division, 1986.

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Featherweights: Light, mobile and floating architecture. Munich: Prestel, 2003.

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Association, Floating Homes, ed. Seattle's floating homes. Charleston, SC: Arcadia Publishing, 2012.

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Miller, Kirk. Floating rubber fender testing. Fairbanks, AK: Alaska Dept. of Transportation and Public Facilities, Research and Technology Transfer, 2005.

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MacKenzie, Donald. Negotiating arithmetic, construction proof: The sociology of mathematics and information technology. Edinburgh: Research Centre for Social Sciences, University of Edinburgh, 1991.

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Sampson, Samuel R. Floating stones: Great Pyramid built with water power. Salem, Or: Oakfield Publishers, 2010.

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Brown, Colin B. Accuracy and precision in the analysis and design of floating bridges. Olympia, Wash: Washington State Dept. of Transportation, 1997.

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Ontario. Ministry of the Environment. Environmental Approvals Branch. Standard specification no. 13, issue no. 2, September, 1987 for digester covers : steel, fixed & floating. Toronto, ON: Ministry of the Environment, Environmental Approvals and Land Use Planning, 1987.

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Ontario. Ministry of the Environment. Environmental Approvals Branch. Standard specification no. 13, issue no. 2, September, 1987 for digester covers : steel, fixed & floating. Toronto, ON: Ministry of the Environment, Environmental Approvals and Land Use Planning, 1987.

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Turner, Frank R. The WW2 Normandy bombardment tower: A proposal submitted by Mr G. A. Maunsell, M.I.C.E for a submersible reinforced concrete and steel gun platform for use in the Normandy landings. Gravesend: F.R. Turner, 1995.

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Book chapters on the topic "Floating construction"

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Abbasi, Rosa, Jonas Schiffl, Eva Darulova, Mattias Ulbrich, and Wolfgang Ahrendt. "Deductive Verification of Floating-Point Java Programs in KeY." In Tools and Algorithms for the Construction and Analysis of Systems, 242–61. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72013-1_13.

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AbstractDeductive verification has been successful in verifying interesting properties of real-world programs. One notable gap is the limited support for floating-point reasoning. This is unfortunate, as floating-point arithmetic is particularly unintuitive to reason about due to rounding as well as the presence of the special values infinity and ‘Not a Number’ (NaN). In this paper, we present the first floating-point support in a deductive verification tool for the Java programming language. Our support in the KeY verifier handles arithmetic via floating-point decision procedures inside SMT solvers and transcendental functions via axiomatization. We evaluate this integration on new benchmarks, and show that this approach is powerful enough to prove the absence of floating-point special values—often a prerequisite for further reasoning about numerical computations—as well as certain functional properties for realistic benchmarks.
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Lohar, Debasmita, Clothilde Jeangoudoux, Joshua Sobel, Eva Darulova, and Maria Christakis. "A Two-Phase Approach for Conditional Floating-Point Verification." In Tools and Algorithms for the Construction and Analysis of Systems, 43–63. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72013-1_3.

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AbstractTools that automatically prove the absence or detect the presence of large floating-point roundoff errors or the special values NaN and Infinity greatly help developers to reason about the unintuitive nature of floating-point arithmetic. We show that state-of-the-art tools, however, support or provide non-trivial results only for relatively short programs. We propose a framework for combining different static and dynamic analyses that allows to increase their reach beyond what they can do individually. Furthermore, we show how adaptations of existing dynamic and static techniques effectively trade some soundness guarantees for increased scalability, providing conditional verification of floating-point kernels in realistic programs.
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Brain, Martin, Florian Schanda, and Youcheng Sun. "Building Better Bit-Blasting for Floating-Point Problems." In Tools and Algorithms for the Construction and Analysis of Systems, 79–98. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-17462-0_5.

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Dangl, Matthias, Stefan Löwe, and Philipp Wendler. "CPAchecker with Support for Recursive Programs and Floating-Point Arithmetic." In Tools and Algorithms for the Construction and Analysis of Systems, 423–25. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-46681-0_34.

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Jung, Kwanghoe, Sanghyu Lee, Heesung Kim, Yoonho Choi, and Sara Kang. "Design and Construction of the Floating Concrete Pier in Golden Harbor, Incheon." In Lecture Notes in Civil Engineering, 283–97. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8743-2_16.

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Jung, K. H., S. H. Lee, H. S. Kim, and Y. H. Choi. "Design and Construction of the Large Concrete Floating Pier at Incheon Harbor." In Lecture Notes in Civil Engineering, 599–608. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_57.

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Wu, Chengen, and Xiaonan Zhang. "How Weather Retain Migrants? Evidence from Floating Population Dynamic Monitoring Data." In Proceedings of the 23rd International Symposium on Advancement of Construction Management and Real Estate, 159–71. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-3977-0_12.

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Niemetz, Aina, Mathias Preiner, Andrew Reynolds, Clark Barrett, and Cesare Tinelli. "Syntax-Guided Quantifier Instantiation." In Tools and Algorithms for the Construction and Analysis of Systems, 145–63. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72013-1_8.

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AbstractThis paper presents a novel approach for quantifier instantiation in Satisfiability Modulo Theories (SMT) that leverages syntax-guided synthesis (SyGuS) to choose instantiation terms. It targets quantified constraints over background theories such as (non)linear integer, reals and floating-point arithmetic, bit-vectors, and their combinations. Unlike previous approaches for quantifier instantiation in these domains which rely on theory-specific strategies, the new approach can be applied to any (combined) theory, when provided with a grammar for instantiation terms for all sorts in the theory. We implement syntax-guided instantiation in the SMT solver CVC4, leveraging its support for enumerative SyGuS. Our experiments demonstrate the versatility of the approach, showing that it is competitive with or exceeds the performance of state-of-the-art solvers on a range of background theories.
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Ham, Pieter H. "The Design, Construction and Evaluation of a Pilot Project of a Bahay Kubo Inspired Floating Home." In Lecture Notes in Civil Engineering, 67–79. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2256-4_4.

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Luo, Jiaojiao, and Yuzhe Wu. "Impact on the Scale Efficiency of Urban Land Caused by Floating Population: Based on DEA Framework." In Proceedings of the 19th International Symposium on Advancement of Construction Management and Real Estate, 23–35. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-46994-1_3.

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Conference papers on the topic "Floating construction"

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Ahn, Woosuk "Willy", Sang-Hun Han, Seong-Won Na, and Seung-Jin Jung. "Floating Port - Design, Construction, and Test." In Proceedings of Ports '13: 13th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413067.072.

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Lighty, Trevor A., Don L. Oates, David Bowman, and Andy Hoff. "Floating Bridge Construction Using Waterfront Methods." In 14th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479919.091.

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Courbet, Clement. "NSan: a floating-point numerical sanitizer." In CC '21: 30th ACM SIGPLAN International Conference on Compiler Construction. New York, NY, USA: ACM, 2021. http://dx.doi.org/10.1145/3446804.3446848.

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Sulaman, O., N. W. Sani, Ab Saman, A. Azlan, and K. B. Samo. "Numerical Modeling for Marine Mobile Floating Berthing Protection Facilities." In ICSOT 2010 - Developments In Ship Design And Construction. RINA, 2010. http://dx.doi.org/10.3940/rina.icsoti.2010.13.

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Goni, O., E. Todorovich, and O. Cadenas. "Generic construction of monitors for Floating Point Unit designs." In 2012 VIII Southern Conference on Programmable Logic (SPL). IEEE, 2012. http://dx.doi.org/10.1109/spl.2012.6211776.

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Wei, Gang, Jie Hong, and Xinjiang Wei. "Mechanical analysis of segment floating during shield tunnel construction." In International Association of Management Science and Engineering Technology. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/aie120631.

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Xu Ping, Zhang Li, Zhang Yajun, and Li Junqi. "The anti-floating plans about underground water pool." In 3rd International Conference on Contemporary Problems in Architecture and Construction. IET, 2011. http://dx.doi.org/10.1049/cp.2011.1250.

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Serret, Jordi, Tahsin Tezdogan, Tim Stratford, Philipp R. Thies, and Vengatesan Venugopal. "Baseline Design of the Deep Turbine Installation-Floating, a New Floating Wind Concept." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95477.

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Abstract This paper presents the preliminary design of the Deep Turbine Installation-Floating (DTI-F) concept. The DTI-F concept is a hybrid spar buoy-based floating offshore substructure capable of supporting a 7MW wind turbine with the uniqueness of being able to raise and lower the tower and nacelle, which simplifies construction, installation, maintenance, and decommissioning. A relevant subset of design load cases (DLCs) derived from the International Electrotechnical Commission (ICE) standards is simulated with NREL-FAST software, and the aero-elastic loads are used for the structural assessment. The paper presents the principal dimensions and crucial hydrostatic and hydrodynamic properties. The floating platform with three different mooring configurations is designed using ANSYS AQWA software, and the design is validated with experiments in laboratory conditions. The paper evaluates the design regarding the natural frequencies and the stability of the platform for a chosen site off the Scottish coast. Further, a novel construction method, the materials chosen for the construction, and the installation and assembly processes are also outlined.
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Villoria, Bruno. "Crossing of Bjørnafjorden - Floating Bridge Concept." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1911.

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The purpose of this paper is to present the different floating bridge solutions that have been evaluated for the crossing of Bjørnafjorden. It appears to be feasible to place the navigation channel either in the middle of the fjord or in the vicinity of the southern shore. In both scenarios a straight bridge alternative anchored to the seabed and a curved solution without mooring lines are evaluated.
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Wu, Caihong, Die Hu, and Xionghui Zhang. "Design and Construction of Large-Scale Floating Precast Pump House." In International Conference on Sustainable Development of Critical Infrastructure. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413470.043.

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Reports on the topic "Floating construction"

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Dagher, Habib, Anthony Viselli, Andrew Goupee, Richard Kimball, and Christopher Allen. The VolturnUS 1:8 Floating Wind Turbine: Design, Construction, Deployment, Testing, Retrieval, and Inspection of the First Grid-Connected Offshore Wind Turbine in US. Office of Scientific and Technical Information (OSTI), August 2017. http://dx.doi.org/10.2172/1375022.

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