subject:(Tunnels)

University of Texas – Austin

1. -1246-1739. Simulation of stress field condition during Waller Creek tunnel construction with a 2D finite element model.

Degree: MSin Engineering, Civil Engineering, 2017, University of Texas – Austin

URL: http://hdl.handle.net/2152/62884

► Two-dimensional (2D) Finite Element Method (FEM) analyses are widely used as a tunnel design tool. These analyses are used to establish the initial support requirements,… (more)

Subjects/Keywords: FEM; Tunnels

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APA (6^th Edition):

-1246-1739. (2017). Simulation of stress field condition during Waller Creek tunnel construction with a 2D finite element model. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/62884

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16^th Edition):

-1246-1739. “Simulation of stress field condition during Waller Creek tunnel construction with a 2D finite element model.” 2017. Masters Thesis, University of Texas – Austin. Accessed April 15, 2021. http://hdl.handle.net/2152/62884.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7^th Edition):

-1246-1739. “Simulation of stress field condition during Waller Creek tunnel construction with a 2D finite element model.” 2017. Web. 15 Apr 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-1246-1739. Simulation of stress field condition during Waller Creek tunnel construction with a 2D finite element model. [Internet] [Masters thesis]. University of Texas – Austin; 2017. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/2152/62884.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-1246-1739. Simulation of stress field condition during Waller Creek tunnel construction with a 2D finite element model. [Masters Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/62884

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Delft University of Technology

2. Lim, Sungsoo (author); Popov, Daniil (author); Raza, Nauman (author); Pervaiz, Fahad (author). Feasibility Study of Submerged Floating Crossing.

Degree: 2018, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:27b61864-64b5-4f7b-9a73-b63da7f1672a

► The submerged floating crossing (SFC) considered in this study has demonstrated significant sustainability based on provided assumptions. the SFC has appeared to be a sheltered… (more)

Subjects/Keywords: floating structures; Tunnels

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APA (6^th Edition):

Lim, Sungsoo (author); Popov, Daniil (author); Raza, Nauman (author); Pervaiz, F. (. (2018). Feasibility Study of Submerged Floating Crossing. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:27b61864-64b5-4f7b-9a73-b63da7f1672a

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Lim, Sungsoo (author); Popov, Daniil (author); Raza, Nauman (author); Pervaiz, Fahad (author). “Feasibility Study of Submerged Floating Crossing.” 2018. Thesis, Delft University of Technology. Accessed April 15, 2021. http://resolver.tudelft.nl/uuid:27b61864-64b5-4f7b-9a73-b63da7f1672a.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Lim, Sungsoo (author); Popov, Daniil (author); Raza, Nauman (author); Pervaiz, Fahad (author). “Feasibility Study of Submerged Floating Crossing.” 2018. Web. 15 Apr 2021.

Vancouver:

Lim, Sungsoo (author); Popov, Daniil (author); Raza, Nauman (author); Pervaiz F(. Feasibility Study of Submerged Floating Crossing. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2021 Apr 15]. Available from: http://resolver.tudelft.nl/uuid:27b61864-64b5-4f7b-9a73-b63da7f1672a.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lim, Sungsoo (author); Popov, Daniil (author); Raza, Nauman (author); Pervaiz F(. Feasibility Study of Submerged Floating Crossing. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:27b61864-64b5-4f7b-9a73-b63da7f1672a

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Utah

3. Chakravarthy, Shanthanu. Modeling and control for simulated wind in immersive virtual environment.

Degree: MS;, Mechanical Engineering;, 2009, University of Utah

URL: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1341/rec/780

► This study is a contribution towards ongoing research to enhance immersion in the University of Utah Treadport Virtual Environment (UUTVE) by adding wind display. A… (more)

Subjects/Keywords: Virtual reality; Wind tunnels

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APA (6^th Edition):

Chakravarthy, S. (2009). Modeling and control for simulated wind in immersive virtual environment. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1341/rec/780

Chicago Manual of Style (16^th Edition):

Chakravarthy, Shanthanu. “Modeling and control for simulated wind in immersive virtual environment.” 2009. Masters Thesis, University of Utah. Accessed April 15, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1341/rec/780.

MLA Handbook (7^th Edition):

Chakravarthy, Shanthanu. “Modeling and control for simulated wind in immersive virtual environment.” 2009. Web. 15 Apr 2021.

Vancouver:

Chakravarthy S. Modeling and control for simulated wind in immersive virtual environment. [Internet] [Masters thesis]. University of Utah; 2009. [cited 2021 Apr 15]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1341/rec/780.

Council of Science Editors:

Chakravarthy S. Modeling and control for simulated wind in immersive virtual environment. [Masters Thesis]. University of Utah; 2009. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1341/rec/780

University of Utah

4. Desai, Aditya S. Design of vents for the incorporation of wind effects to a virtual environment.

Degree: MS;, Mechanical Engineering;, 2009, University of Utah

URL: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/902/rec/307

► The purpose of this project is to add wind presence to a virtual environment known as the Tread Port Active Wind Tunnel (TPAWT). This was… (more)

Subjects/Keywords: Wind tunnels; Virtual reality

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APA (6^th Edition):

Desai, A. S. (2009). Design of vents for the incorporation of wind effects to a virtual environment. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/902/rec/307

Chicago Manual of Style (16^th Edition):

Desai, Aditya S. “Design of vents for the incorporation of wind effects to a virtual environment.” 2009. Masters Thesis, University of Utah. Accessed April 15, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/902/rec/307.

MLA Handbook (7^th Edition):

Desai, Aditya S. “Design of vents for the incorporation of wind effects to a virtual environment.” 2009. Web. 15 Apr 2021.

Vancouver:

Desai AS. Design of vents for the incorporation of wind effects to a virtual environment. [Internet] [Masters thesis]. University of Utah; 2009. [cited 2021 Apr 15]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/902/rec/307.

Council of Science Editors:

Desai AS. Design of vents for the incorporation of wind effects to a virtual environment. [Masters Thesis]. University of Utah; 2009. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/902/rec/307

University of Utah

5. Fisher, Charles Jay. Design and construction of an atmospheric display wind tunnel for virtual reality use.

Degree: MS;, Mechanical Engineering;, 2009, University of Utah

URL: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/6/rec/295

► This thesis discusses the design and construction of a unique wind tunnel that was integrated into the University of Utah Treadport Virtual Environment (UUTVE). The… (more)

Subjects/Keywords: Winds; Virtual reality; Wind tunnels

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APA (6^th Edition):

Fisher, C. J. (2009). Design and construction of an atmospheric display wind tunnel for virtual reality use. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/6/rec/295

Chicago Manual of Style (16^th Edition):

Fisher, Charles Jay. “Design and construction of an atmospheric display wind tunnel for virtual reality use.” 2009. Masters Thesis, University of Utah. Accessed April 15, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/6/rec/295.

MLA Handbook (7^th Edition):

Fisher, Charles Jay. “Design and construction of an atmospheric display wind tunnel for virtual reality use.” 2009. Web. 15 Apr 2021.

Vancouver:

Fisher CJ. Design and construction of an atmospheric display wind tunnel for virtual reality use. [Internet] [Masters thesis]. University of Utah; 2009. [cited 2021 Apr 15]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/6/rec/295.

Council of Science Editors:

Fisher CJ. Design and construction of an atmospheric display wind tunnel for virtual reality use. [Masters Thesis]. University of Utah; 2009. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/6/rec/295

University of Alberta

6. Branco, Paulo. Behaviour of a shallow tunnel in till.

Degree: MS, Department of Civil Engineering, 1981, University of Alberta

URL: https://era.library.ualberta.ca/files/jh343v94d

Subjects/Keywords: Tunnels.; Tunneling.

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APA (6^th Edition):

Branco, P. (1981). Behaviour of a shallow tunnel in till. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/jh343v94d

Chicago Manual of Style (16^th Edition):

Branco, Paulo. “Behaviour of a shallow tunnel in till.” 1981. Masters Thesis, University of Alberta. Accessed April 15, 2021. https://era.library.ualberta.ca/files/jh343v94d.

MLA Handbook (7^th Edition):

Branco, Paulo. “Behaviour of a shallow tunnel in till.” 1981. Web. 15 Apr 2021.

Vancouver:

Branco P. Behaviour of a shallow tunnel in till. [Internet] [Masters thesis]. University of Alberta; 1981. [cited 2021 Apr 15]. Available from: https://era.library.ualberta.ca/files/jh343v94d.

Council of Science Editors:

Branco P. Behaviour of a shallow tunnel in till. [Masters Thesis]. University of Alberta; 1981. Available from: https://era.library.ualberta.ca/files/jh343v94d

University of Alberta

7. Liu, Wei Victor. Development and Testing of Insulating Shotcrete for the Application in Underground Tunnels.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

URL: https://era.library.ualberta.ca/files/b5644t129

► The trapped geothermal heat in the infinite rock mass through which mine tunnels are excavated is a great threat to the safety of personnel and… (more)

▼ The trapped geothermal heat in the infinite rock mass through which mine tunnels are excavated is a great threat to the safety of personnel and mine operating equipment in deep underground hot mines. In order to lessen the temperature inside the tunnel, a considerable amount of energy is being spent by the way of using ventilation and cooling systems to dissipate the heat. However, operational costs of the system increase quite considerably, especially as the mines get deeper. In this research, shotcrete is used both as a structural lining and as an effective thermal insulation to reduce the heat load on the ventilation and cooling system within such tunnels. The research was implemented in both the experimental and theoretical aspects. The experimental aspect, focused on the development of thermal insulation shotcrete. Expanded perlite aggregate (EPA) was firstly introduced into cast concrete mixtures by replacing the sands volumetrically in different ratios. The obtained samples were under the tests of mechanical properties including unconfined compressive strength (UCS) and splitting tensile strength (STS), etc. And thermal properties were derived by the transient plane source (TPS) technique. About 22% to 80% thermal conductivity losses of samples were noticed with the EPA additions, however still with certain strength. And then field shotcreting process was followed in the same mix design, it is found that the UCS and STS of most shotcrete samples were larger than that of cast samples, and the shotcreting process did not have obvious effects on the samples’ thermal properties with regard to cast samples. The theoretical aspect emphasised on the theoretical fundamental for thermal insulation on the surface of infinite rock mass. First, two-layered slab models were considered in both analytical and numerical means. Then, the cylindrical models that are more similar to tunnels for insulation were depicted further. Finally, a full three dimensional metal mine level was numerically simulated to evaluate the heat flow reductions in both full and partial insulation cases, on the basis of the thermal properties from the shotcrete. Results showed excellent heat load reductions in both full and partial insulations, with the developed shotcrete.

Subjects/Keywords: tunnels; thermal insulation; Shotcrete

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APA (6^th Edition):

Liu, W. V. (2013). Development and Testing of Insulating Shotcrete for the Application in Underground Tunnels. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/b5644t129

Chicago Manual of Style (16^th Edition):

Liu, Wei Victor. “Development and Testing of Insulating Shotcrete for the Application in Underground Tunnels.” 2013. Doctoral Dissertation, University of Alberta. Accessed April 15, 2021. https://era.library.ualberta.ca/files/b5644t129.

MLA Handbook (7^th Edition):

Liu, Wei Victor. “Development and Testing of Insulating Shotcrete for the Application in Underground Tunnels.” 2013. Web. 15 Apr 2021.

Vancouver:

Liu WV. Development and Testing of Insulating Shotcrete for the Application in Underground Tunnels. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2021 Apr 15]. Available from: https://era.library.ualberta.ca/files/b5644t129.

Council of Science Editors:

Liu WV. Development and Testing of Insulating Shotcrete for the Application in Underground Tunnels. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/b5644t129

Oregon State University

8. Shields, Edward Beverly. Design of wind tunnel for Oregon State College Aeronautical Laboratory.

Degree: MS, Mechanical Engineering, 1947, Oregon State University

URL: http://hdl.handle.net/1957/53600

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Shields, E. B. (1947). Design of wind tunnel for Oregon State College Aeronautical Laboratory. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/53600

Chicago Manual of Style (16^th Edition):

Shields, Edward Beverly. “Design of wind tunnel for Oregon State College Aeronautical Laboratory.” 1947. Masters Thesis, Oregon State University. Accessed April 15, 2021. http://hdl.handle.net/1957/53600.

MLA Handbook (7^th Edition):

Shields, Edward Beverly. “Design of wind tunnel for Oregon State College Aeronautical Laboratory.” 1947. Web. 15 Apr 2021.

Vancouver:

Shields EB. Design of wind tunnel for Oregon State College Aeronautical Laboratory. [Internet] [Masters thesis]. Oregon State University; 1947. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1957/53600.

Council of Science Editors:

Shields EB. Design of wind tunnel for Oregon State College Aeronautical Laboratory. [Masters Thesis]. Oregon State University; 1947. Available from: http://hdl.handle.net/1957/53600

Oregon State University

9. Fanger, Carleton George. The construction of a model of a high speed wind tunnel.

Degree: MS, Aeronautical Engineering, 1948, Oregon State University

URL: http://hdl.handle.net/1957/53646

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Fanger, C. G. (1948). The construction of a model of a high speed wind tunnel. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/53646

Chicago Manual of Style (16^th Edition):

Fanger, Carleton George. “The construction of a model of a high speed wind tunnel.” 1948. Masters Thesis, Oregon State University. Accessed April 15, 2021. http://hdl.handle.net/1957/53646.

MLA Handbook (7^th Edition):

Fanger, Carleton George. “The construction of a model of a high speed wind tunnel.” 1948. Web. 15 Apr 2021.

Vancouver:

Fanger CG. The construction of a model of a high speed wind tunnel. [Internet] [Masters thesis]. Oregon State University; 1948. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1957/53646.

Council of Science Editors:

Fanger CG. The construction of a model of a high speed wind tunnel. [Masters Thesis]. Oregon State University; 1948. Available from: http://hdl.handle.net/1957/53646

University of Tasmania

10. Close, D J. Further tests of cast C4 blades in the vortex wind tunnel.

Degree: 1960, University of Tasmania

URL: https://eprints.utas.edu.au/18850/1/whole_CloseDJ1960_thesis.pdf

► Extensive tests on the Vortex Wind Tunnel fitted with sand cast blades of free vortex design, have been carried out. The performance of the blades… (more)

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Close, D. J. (1960). Further tests of cast C4 blades in the vortex wind tunnel. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/18850/1/whole_CloseDJ1960_thesis.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Close, D J. “Further tests of cast C4 blades in the vortex wind tunnel.” 1960. Thesis, University of Tasmania. Accessed April 15, 2021. https://eprints.utas.edu.au/18850/1/whole_CloseDJ1960_thesis.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Close, D J. “Further tests of cast C4 blades in the vortex wind tunnel.” 1960. Web. 15 Apr 2021.

Vancouver:

Close DJ. Further tests of cast C4 blades in the vortex wind tunnel. [Internet] [Thesis]. University of Tasmania; 1960. [cited 2021 Apr 15]. Available from: https://eprints.utas.edu.au/18850/1/whole_CloseDJ1960_thesis.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Close DJ. Further tests of cast C4 blades in the vortex wind tunnel. [Thesis]. University of Tasmania; 1960. Available from: https://eprints.utas.edu.au/18850/1/whole_CloseDJ1960_thesis.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Tasmania

11. Wright, Alan Walter,1932-. Calibration of vortex tunnel.

Degree: 1956, University of Tasmania

URL: https://eprints.utas.edu.au/21865/1/whole_WrightAlanWalter1956_thesis.pdf

► A description is given of the installation layout of the tunnel in its temporary building on the University site at Sandy Bay. Investigation of the… (more)

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Wright, A. W. (1956). Calibration of vortex tunnel. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/21865/1/whole_WrightAlanWalter1956_thesis.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Wright, Alan Walter,1932-. “Calibration of vortex tunnel.” 1956. Thesis, University of Tasmania. Accessed April 15, 2021. https://eprints.utas.edu.au/21865/1/whole_WrightAlanWalter1956_thesis.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Wright, Alan Walter,1932-. “Calibration of vortex tunnel.” 1956. Web. 15 Apr 2021.

Vancouver:

Wright AW. Calibration of vortex tunnel. [Internet] [Thesis]. University of Tasmania; 1956. [cited 2021 Apr 15]. Available from: https://eprints.utas.edu.au/21865/1/whole_WrightAlanWalter1956_thesis.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Wright AW. Calibration of vortex tunnel. [Thesis]. University of Tasmania; 1956. Available from: https://eprints.utas.edu.au/21865/1/whole_WrightAlanWalter1956_thesis.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Texas A&M University

12. Brooks, Jacob Kirk. Creating deformations and tunnels in a surface using layered geometry with adaptive filtering.

Degree: MS, Visualization Sciences, 2005, Texas A&M University

URL: http://hdl.handle.net/1969.1/2641

► With this thesis, I present a method for creating footprints and tunnels in a surface through the use of layered geometry. Rather than using a… (more)

Subjects/Keywords: footprints; tunnels

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APA (6^th Edition):

Brooks, J. K. (2005). Creating deformations and tunnels in a surface using layered geometry with adaptive filtering. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2641

Chicago Manual of Style (16^th Edition):

Brooks, Jacob Kirk. “Creating deformations and tunnels in a surface using layered geometry with adaptive filtering.” 2005. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/2641.

MLA Handbook (7^th Edition):

Brooks, Jacob Kirk. “Creating deformations and tunnels in a surface using layered geometry with adaptive filtering.” 2005. Web. 15 Apr 2021.

Vancouver:

Brooks JK. Creating deformations and tunnels in a surface using layered geometry with adaptive filtering. [Internet] [Masters thesis]. Texas A&M University; 2005. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/2641.

Council of Science Editors:

Brooks JK. Creating deformations and tunnels in a surface using layered geometry with adaptive filtering. [Masters Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2641

Texas A&M University

13. Parth, Amritansh. Submerged Floating Tunnels for Aquatourism.

Degree: MS, Civil Engineering, 2015, Texas A&M University

URL: http://hdl.handle.net/1969.1/156280

► In the last few years a rapid increase in the use of underwater space around the world has led to the development of a new… (more)

Subjects/Keywords: Floating Tunnels; Aquatourism; Acrylic; dynamics

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APA (6^th Edition):

Parth, A. (2015). Submerged Floating Tunnels for Aquatourism. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156280

Chicago Manual of Style (16^th Edition):

Parth, Amritansh. “Submerged Floating Tunnels for Aquatourism.” 2015. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/156280.

MLA Handbook (7^th Edition):

Parth, Amritansh. “Submerged Floating Tunnels for Aquatourism.” 2015. Web. 15 Apr 2021.

Vancouver:

Parth A. Submerged Floating Tunnels for Aquatourism. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/156280.

Council of Science Editors:

Parth A. Submerged Floating Tunnels for Aquatourism. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156280

Oregon State University

14. Bithell, Robin Allan. The design and construction of a small intermittent supersonic wind tunnel.

Degree: MS, Mechanical Engineering, 1961, Oregon State University

URL: http://hdl.handle.net/1957/49728

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Bithell, R. A. (1961). The design and construction of a small intermittent supersonic wind tunnel. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49728

Chicago Manual of Style (16^th Edition):

Bithell, Robin Allan. “The design and construction of a small intermittent supersonic wind tunnel.” 1961. Masters Thesis, Oregon State University. Accessed April 15, 2021. http://hdl.handle.net/1957/49728.

MLA Handbook (7^th Edition):

Bithell, Robin Allan. “The design and construction of a small intermittent supersonic wind tunnel.” 1961. Web. 15 Apr 2021.

Vancouver:

Bithell RA. The design and construction of a small intermittent supersonic wind tunnel. [Internet] [Masters thesis]. Oregon State University; 1961. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1957/49728.

Council of Science Editors:

Bithell RA. The design and construction of a small intermittent supersonic wind tunnel. [Masters Thesis]. Oregon State University; 1961. Available from: http://hdl.handle.net/1957/49728

Hong Kong University of Science and Technology

15. Chen, Liang. Effects of twin-tunnel excavation on existing horseshoe shaped tunnel.

Degree: 2016, Hong Kong University of Science and Technology

URL: http://repository.ust.hk/ir/Record/1783.1-80435 ; https://doi.org/10.14711/thesis-b1583881 ; http://repository.ust.hk/ir/bitstream/1783.1-80435/1/th_redirect.html

► More and more subway tunnels have been planned and constructed underneath the ground of urban cities to relieve the congested traffic and to reduce environmental… (more)

▼ More and more subway tunnels have been planned and constructed underneath the ground of urban cities to relieve the congested traffic and to reduce environmental impacts. The clear distance between tunnels becomes closer and closer. Based on the previous studies, potential damage may occur in existing tunnels if new tunnels were constructed too close. So far, previous studies mainly focused on the tunnel-tunnel interactions with circular tunnels. However, the deformation mechanism of non-circular shaped such as horseshoe-shaped tunnel can be totally different with that of a circular tunnel. Currently, no systematic study has been carried out to investigate the interaction between existing horseshoe-shaped tunnel and new tunnels. The main objective of this research is to study the response of an existing horseshoe shaped tunnel due to new twin-tunnel excavation Based on the geometry of a real project, two series of three-dimensional centrifuge model tests were designed and carried out to simulate the advancement of two new circular tunnels perpendicularly undercrossing an existing horseshoe shaped tunnel in dry sand. The effects of settlement joint and pillar depth on crossing tunnel interactions were investigated. Moreover, three-dimensional numerical back-analyses were conducted using an advanced hypoplasticity soil model to assist in the interpretation of the test data. Furthermore, a thorough numerical parametric study was carried out to explore the shape effect on various aspects of multiple tunnel interaction. More significant deformations and bending strains both in the longitudinal and transverse directions were observed in an existing horseshoe shaped tunnel than those of an existing circular tunnel. The vertical elongation and horizontal compression of existing horseshoe shaped tunnel are 81% and 50% larger than those in existing circular tunnel, respectively. This is attributed to the larger transverse bending strain distributed along the circumference of horseshoe shaped tunnel. The hoop stress cannot transfer continuously at two corners in horseshoe shaped tunnel. As a result, the shear stress needs to be mobilized around the corners to equalize the hoop stress. The bending strain along the bottom plate of horseshoe shaped tunnel is 40% larger than that in the lower part of circular existing tunnel, especially around the corners. For existing jointed tunnel simulated, the longitudinal flexural rigidity of existing tunnel was substantially reduced. As a result, the settlement of existing tunnel increased by more than 100% while the longitudinal bending strain and deduced shear stress dropped by more than 60%.

Subjects/Keywords: Tunnels ; Excavation ; Tunneling ; Underground construction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Chen, L. (2016). Effects of twin-tunnel excavation on existing horseshoe shaped tunnel. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-80435 ; https://doi.org/10.14711/thesis-b1583881 ; http://repository.ust.hk/ir/bitstream/1783.1-80435/1/th_redirect.html

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Chen, Liang. “Effects of twin-tunnel excavation on existing horseshoe shaped tunnel.” 2016. Thesis, Hong Kong University of Science and Technology. Accessed April 15, 2021. http://repository.ust.hk/ir/Record/1783.1-80435 ; https://doi.org/10.14711/thesis-b1583881 ; http://repository.ust.hk/ir/bitstream/1783.1-80435/1/th_redirect.html.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Chen, Liang. “Effects of twin-tunnel excavation on existing horseshoe shaped tunnel.” 2016. Web. 15 Apr 2021.

Vancouver:

Chen L. Effects of twin-tunnel excavation on existing horseshoe shaped tunnel. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2016. [cited 2021 Apr 15]. Available from: http://repository.ust.hk/ir/Record/1783.1-80435 ; https://doi.org/10.14711/thesis-b1583881 ; http://repository.ust.hk/ir/bitstream/1783.1-80435/1/th_redirect.html.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Chen L. Effects of twin-tunnel excavation on existing horseshoe shaped tunnel. [Thesis]. Hong Kong University of Science and Technology; 2016. Available from: http://repository.ust.hk/ir/Record/1783.1-80435 ; https://doi.org/10.14711/thesis-b1583881 ; http://repository.ust.hk/ir/bitstream/1783.1-80435/1/th_redirect.html

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Delft University of Technology

16. Utomo, S. (author). Rijksweg 256 gedeelte Etten-Leur-Breda: Tunnelgedeelte.

Degree: 1986, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:a26a470e-7c89-4f93-b72c-43c67d097cff

►

In vervolg op de voorstudie wordt in dit gedeelte van het afstudeerwerk een onderzoek gedaan naar het ontwerp van het tunnel gedeelte in R.W 256… (more)

▼

In vervolg op de voorstudie wordt in dit gedeelte van het afstudeerwerk een onderzoek gedaan naar het ontwerp van het tunnel gedeelte in R.W 256 door Etten-Leur. Tunnels zijn ondergrondse doorgangen voor transport. Ze worden gebruikt voor het transport van passagiers, goederen, water, riool-afvalwter en gas. Hier wordt de tunnel ontworpen om de belangen van 2 of meer elkaar kruisende landverkeers stromen te scheiden. Op de plattegrond is het trace van de tunnel te zien (fig. 1&2 ). Vanaf het maaiveld, gelegen op ca 7,80 m+ NAP, bestaat de bodem tot ca 4.5 m-NAP uit een holoceen pakket, hoofdzakelijk gevormd door leem- en kleilagen en leemhoudend zand, met een zeer geringe waterdoorlatenheid. Onder het holoceen wordt een pleistoceen zandpakket aangetroffen, dat bestaat uit zand waarin enkele kleilaagjes voorkomen. In het pleistocene watervoerende zandpakket reikt de stijghoogte van het grondwater tot ca 4.56m+NAP. zoals kan worden gezien bij de grond gegevens (bijlage 1) ter plaatse waar de tunnel zou worden geprojecteerd. De keuze van de tunnel bouwwijze in zachte grond, dat wil zeggen in grond bestaande uit zand, grind, klei, veen en soortgelijk materiaal, vloeit hoofzakelijk voort uit het probleem van de ondersteuning in de grond als de tunnel gereed is. Moderne methoden maken het mogelijk tunnel te bouwen in alle soorten grond, hetzij met water verzadigd of niet. De technieken zijn in de afgelopen jaren zover ontwikkeld, dat de uitvoering geen probleem is. De beslissing moet gezocht worden in de planologische bestuurlijke- en natuurlijk het financiele vlak. In het navolgende hoofdstuk komt een beschouwing over het programma van eisen en de probleemstelling aan de orde, gevolgd door een overzicht van de mogelijke bouwmethoden. Verder zal aan de hand van de situatie ter plaatse, met afweging van voordelen en nadelen van die methoden, een methode worden gekozen. Tenslotte zal de gekozen tunnel worden gedimensioneerd.

Hydraulic Engineering

Civil Engineering and Geosciences

Advisors/Committee Members: Glerum, A. (mentor), Bezuijen, K.G. (mentor).

Subjects/Keywords: tunnels; zandpakket

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APA (6^th Edition):

Utomo, S. (. (1986). Rijksweg 256 gedeelte Etten-Leur-Breda: Tunnelgedeelte. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a26a470e-7c89-4f93-b72c-43c67d097cff

Chicago Manual of Style (16^th Edition):

Utomo, S (author). “Rijksweg 256 gedeelte Etten-Leur-Breda: Tunnelgedeelte.” 1986. Masters Thesis, Delft University of Technology. Accessed April 15, 2021. http://resolver.tudelft.nl/uuid:a26a470e-7c89-4f93-b72c-43c67d097cff.

MLA Handbook (7^th Edition):

Utomo, S (author). “Rijksweg 256 gedeelte Etten-Leur-Breda: Tunnelgedeelte.” 1986. Web. 15 Apr 2021.

Vancouver:

Utomo S(. Rijksweg 256 gedeelte Etten-Leur-Breda: Tunnelgedeelte. [Internet] [Masters thesis]. Delft University of Technology; 1986. [cited 2021 Apr 15]. Available from: http://resolver.tudelft.nl/uuid:a26a470e-7c89-4f93-b72c-43c67d097cff.

Council of Science Editors:

Utomo S(. Rijksweg 256 gedeelte Etten-Leur-Breda: Tunnelgedeelte. [Masters Thesis]. Delft University of Technology; 1986. Available from: http://resolver.tudelft.nl/uuid:a26a470e-7c89-4f93-b72c-43c67d097cff

Delft University of Technology

17. Blok, J.C. (author). Duurzaam bouwen van afzinktunnels, betonbesparing bij de bouw.

Degree: 1998, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:acf49189-796e-46f8-a415-796e93c0079b

►

In Nederland werden in het verleden in het algemeen tunnels, die onder vaarwateren door liepen, gebouwd volgens de afzinkmethode. Heden ten dage wordt deze methode… (more)

▼

In Nederland werden in het verleden in het algemeen tunnels, die onder vaarwateren door liepen, gebouwd volgens de afzinkmethode. Heden ten dage wordt deze methode nog steeds gebruikt, al heeft deze methode concurrentie gekregen van de boormethode. Ondanks deze concurrentie heeft de afzinkmethode nog steeds veel toekomst. Om met de tijd te kunnen meegaan zal bij de afzinkmethode steeds naar vernieuwing gezocht moeten worden. Deze studie zoekt de vernieuwing in een alternatieve afzinktunnel, waarbij realisering van betonbesparing het uitgangspunt is. De roep om betonbesparing komt voort uit het gedachtengoed duurzaam bouwen. In deze studie is onderzoek gedaan naar de mogelijkheden om bij de bouw van afzinktunnels te bezuinigen op hoeveelheden beton. Uit onderzoek bleek dat betonbesparing mogelijk geacht wordt in de situatie waarbij de afzinktunnel relatief weinig wordt belast. De belasting op de afzinktunnel is relatief klein als deze niet zo diep onder de grond of waterspiegel is gelegen. In deze situatie, waarbij de tunnel een ondiepe ligging heeft, zijn de afzinkvoorwaarden namelijk maatgevend voor de dimensies van de tunnel en niet de sterkte, stijfheids en overige constructieve eisen. De tunnel is ten gevolge van de afzinkvoorwaarden als het ware overgedimensioneerd. De afzinkvoorwaarden bestaan uit twee voorwaarden, te weten: - de drijfeis tijdens het drijvend transport van de tunnelelementen: ± 10 cm vrijboord ter voorkoming van het zinken van de tunnelelementen op een ongewenst lokatie, terwijl het relatief weinig moeite kost om het tunnelelement op de juiste plaats boven de zinksleuf te laten afzinken met behulp van ballastwater. - de funderingseis na het afzinken van de tunnelementen tot op de bodem van de zinksleuf De tunnelelementen dienen een overgewicht te hebben van ± 7 a10 % voor aanvulling van de zinksleuf ter voorkoming van opdrijven van de elementen.

Hydraulic Engineering

Civil Engineering and Geosciences

Advisors/Committee Members: Bezuyen, K.G. (mentor), Rigter, B.P. (mentor), Vrijling, J.K. (mentor).

Subjects/Keywords: submerged tunnels

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APA (6^th Edition):

Blok, J. C. (. (1998). Duurzaam bouwen van afzinktunnels, betonbesparing bij de bouw. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:acf49189-796e-46f8-a415-796e93c0079b

Chicago Manual of Style (16^th Edition):

Blok, J C (author). “Duurzaam bouwen van afzinktunnels, betonbesparing bij de bouw.” 1998. Masters Thesis, Delft University of Technology. Accessed April 15, 2021. http://resolver.tudelft.nl/uuid:acf49189-796e-46f8-a415-796e93c0079b.

MLA Handbook (7^th Edition):

Blok, J C (author). “Duurzaam bouwen van afzinktunnels, betonbesparing bij de bouw.” 1998. Web. 15 Apr 2021.

Vancouver:

Blok JC(. Duurzaam bouwen van afzinktunnels, betonbesparing bij de bouw. [Internet] [Masters thesis]. Delft University of Technology; 1998. [cited 2021 Apr 15]. Available from: http://resolver.tudelft.nl/uuid:acf49189-796e-46f8-a415-796e93c0079b.

Council of Science Editors:

Blok JC(. Duurzaam bouwen van afzinktunnels, betonbesparing bij de bouw. [Masters Thesis]. Delft University of Technology; 1998. Available from: http://resolver.tudelft.nl/uuid:acf49189-796e-46f8-a415-796e93c0079b

Delft University of Technology

18. Bogaards, P.J. (author). Liggerwerking boortunnels.

Degree: 1998, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:39d79e39-767b-4a20-a779-54d5d5046b1e

►

Dit afstudeeronderzoek heeft tot doel het verkrijgen van inzicht in de oorzaak en het gevolg van de krachtswerking, in de lengterichting van de boortunnel, die… (more)

▼

Dit afstudeeronderzoek heeft tot doel het verkrijgen van inzicht in de oorzaak en het gevolg van de krachtswerking, in de lengterichting van de boortunnel, die veroorzaakt wordt door de liggerwerking van de boortunnel gedurende de bouwfase. Het onderzoek richt zich met name op de invloed van de gefaseerde bouwwijze van de boortunnel op de krachtswerking in de lengterichting van de boortunnel. AIs onderdeel van het onderzoek is een literatuurstudie verricht om de kennis met betrekking tot boortunnels te vergroten. Daarbij is voomamelijk aandacht besteed aan de verschillende typen boortunnels, de ontwerpaspecten, de belastingen op de boortunnel en de beschikbare rekenmodellen ter bepaling van de krachtswerking in de tunnel-lining. Eveneens wordt aandacht besteed aan het principe van de verend ondersteunde ligger alsmede de reductie van buig- en afschuifstijfheid als gevolg van het gapen van de ringvoegen. De resultaten van de literatuurstudie zijn gerapporteerd in het voorliggende document. In het onderzoek naar de liggerwerking, welke zich met name gedurende de bouwfase ontwikkeld, zijn de volgende onderdelen onderzocht: Ten eerste zal de invloed van de gefaseerde bouwwijze op de krachtswerking in lengterichting worden behandeld. Hiervoor zijn verschillende modellen gebruikt en is een analytische oplossing gemaakt voor het beschouwde belastinggeval. Daarnaast wordt de invloed van de krachten uit de tunnelboormachine op de krachtswerking in de lengterichting van de tunnelbuis behandeld. In een apart hoofdstuk zullen de metingen, die zijn verricht aan de Tweede Heinenoordtunnel, worden behandeld. Het betreft hier de metingen die betrekking hebben op het krachtsverloop in lengterichting van de tunnelbuis. In het laatste hoofdstuk staan de conclusies en aanbevelingen die zijn opgesteld naar aanleiding van het onderzoek.

Hydraulic Engineering

Civil Engineering and Geosciences

Advisors/Committee Members: Bakker, K.J. (mentor), Brinkgreve, R.B.J. (mentor), Vrijling, J.K. (mentor).

Subjects/Keywords: bored tunnels

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Bogaards, P. J. (. (1998). Liggerwerking boortunnels. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:39d79e39-767b-4a20-a779-54d5d5046b1e

Chicago Manual of Style (16^th Edition):

Bogaards, P J (author). “Liggerwerking boortunnels.” 1998. Masters Thesis, Delft University of Technology. Accessed April 15, 2021. http://resolver.tudelft.nl/uuid:39d79e39-767b-4a20-a779-54d5d5046b1e.

MLA Handbook (7^th Edition):

Bogaards, P J (author). “Liggerwerking boortunnels.” 1998. Web. 15 Apr 2021.

Vancouver:

Bogaards PJ(. Liggerwerking boortunnels. [Internet] [Masters thesis]. Delft University of Technology; 1998. [cited 2021 Apr 15]. Available from: http://resolver.tudelft.nl/uuid:39d79e39-767b-4a20-a779-54d5d5046b1e.

Council of Science Editors:

Bogaards PJ(. Liggerwerking boortunnels. [Masters Thesis]. Delft University of Technology; 1998. Available from: http://resolver.tudelft.nl/uuid:39d79e39-767b-4a20-a779-54d5d5046b1e

19. Shibani, Wanis Mustafa Edukali. Investigation study of various carrier type for air tunnel transportation.

Degree: phd, Faculty of Mechanical and Manufacturing Engineering, 2018, Universiti Tun Hussein Onn Malaysia

URL: http://eprints.uthm.edu.my/id/eprint/12190/

► This study highlights the influences of internal airflow on the motion of carrier in an air tunnel. The aim of this work is to study… (more)

▼ This study highlights the influences of internal airflow on the motion of carrier in an air tunnel. The aim of this work is to study an alternative method of transporting goods from one place to another through an air tunnel. The development of such transport system can help to reduce traffic jams and deliver goods faster to its desired places. The analysis of carrier movement and the flow surrounding it was performed using FLUENT software version 16.1. The computational domain along the air tunnel was discretized using tetrahedron grids. The adopted numerical scheme was the time-averaged Navier-Stokes equation with turbulence modeling and the scheme was solved using the SIMPLE algorithm. The air movement was created by the presence of pressure difference. The results indicate the possibility of defining a carrier, which has a particular geometry to float and move. This study was performed in three stages. The first stage started with the investigation of suitable geometry of the carrier. Four shapes were considered, i.e. box, ball, wedge A and wedge B shape. The wedge A and B had the same configurations and dimensions, but the only difference was the position of each shape, facing the inlet in the air tunnel. It was found that the wedge B and the box shape had the fastest speed compared to the other two shapes. Rectangular wings with a cross section of either FX63-137, NACA 0012 or NACA 4412 airfoil was selected for this study. In the second stage, a carrier in a box shape with three rectangular wings attached was investigated. In the last stage, the carrier in wedge B shape with wings attached was examined. The results indicate that the carrier equipped with the airfoil NACA0012 has better performance than the carrier that uses airfoil FX 63-137 or airfoil NACA 4412 at wind speed of 30.8 m/s. In the experimental testing, a carrier in a box shape with wings attached was assessed. The result reveals that the movement of the carrier (FX63-137) shows better performance at the wind speed of 19.6 m/s, and this result is consistent with the simulation result.

Subjects/Keywords: TA800-820 Tunneling. Tunnels

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Shibani, W. M. E. (2018). Investigation study of various carrier type for air tunnel transportation. (Doctoral Dissertation). Universiti Tun Hussein Onn Malaysia. Retrieved from http://eprints.uthm.edu.my/id/eprint/12190/

Chicago Manual of Style (16^th Edition):

Shibani, Wanis Mustafa Edukali. “Investigation study of various carrier type for air tunnel transportation.” 2018. Doctoral Dissertation, Universiti Tun Hussein Onn Malaysia. Accessed April 15, 2021. http://eprints.uthm.edu.my/id/eprint/12190/.

MLA Handbook (7^th Edition):

Shibani, Wanis Mustafa Edukali. “Investigation study of various carrier type for air tunnel transportation.” 2018. Web. 15 Apr 2021.

Vancouver:

Shibani WME. Investigation study of various carrier type for air tunnel transportation. [Internet] [Doctoral dissertation]. Universiti Tun Hussein Onn Malaysia; 2018. [cited 2021 Apr 15]. Available from: http://eprints.uthm.edu.my/id/eprint/12190/.

Council of Science Editors:

Shibani WME. Investigation study of various carrier type for air tunnel transportation. [Doctoral Dissertation]. Universiti Tun Hussein Onn Malaysia; 2018. Available from: http://eprints.uthm.edu.my/id/eprint/12190/

Princeton University

20. Smith, James Andrew. Seismic Imaging of Underground Tunnels using Full-waveform Inversion .

Degree: PhD, 2019, Princeton University

URL: http://arks.princeton.edu/ark:/88435/dsp010v838336x

► There are a variety of challenges when applying full-waveform inversion to underground tunnels in the near-surface. One challenge is in efficiently handling large amounts of… (more)

Subjects/Keywords: Imaging; Inversion; Seismic; Tunnels

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APA (6^th Edition):

Smith, J. A. (2019). Seismic Imaging of Underground Tunnels using Full-waveform Inversion . (Doctoral Dissertation). Princeton University. Retrieved from http://arks.princeton.edu/ark:/88435/dsp010v838336x

Chicago Manual of Style (16^th Edition):

Smith, James Andrew. “Seismic Imaging of Underground Tunnels using Full-waveform Inversion .” 2019. Doctoral Dissertation, Princeton University. Accessed April 15, 2021. http://arks.princeton.edu/ark:/88435/dsp010v838336x.

MLA Handbook (7^th Edition):

Smith, James Andrew. “Seismic Imaging of Underground Tunnels using Full-waveform Inversion .” 2019. Web. 15 Apr 2021.

Vancouver:

Smith JA. Seismic Imaging of Underground Tunnels using Full-waveform Inversion . [Internet] [Doctoral dissertation]. Princeton University; 2019. [cited 2021 Apr 15]. Available from: http://arks.princeton.edu/ark:/88435/dsp010v838336x.

Council of Science Editors:

Smith JA. Seismic Imaging of Underground Tunnels using Full-waveform Inversion . [Doctoral Dissertation]. Princeton University; 2019. Available from: http://arks.princeton.edu/ark:/88435/dsp010v838336x

21. Nezilli, Soufiane. RESPONSES OF UNDERGROUND STRUCTURES SUBJECTED TO BLAST LOADING.

Degree: Master of Engineering (M.E.), Civil Engineering, 2014, City University of New York

URL: https://academicworks.cuny.edu/cc_etds_theses/646

► Terrorism against American citizens and assets is real and growing. The number and intensity of domestic and international terrorist events, along with the September… (more)

Subjects/Keywords: blast; loading; tunnels; Civil Engineering

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APA (6^th Edition):

Nezilli, S. (2014). RESPONSES OF UNDERGROUND STRUCTURES SUBJECTED TO BLAST LOADING. (Thesis). City University of New York. Retrieved from https://academicworks.cuny.edu/cc_etds_theses/646

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Nezilli, Soufiane. “RESPONSES OF UNDERGROUND STRUCTURES SUBJECTED TO BLAST LOADING.” 2014. Thesis, City University of New York. Accessed April 15, 2021. https://academicworks.cuny.edu/cc_etds_theses/646.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Nezilli, Soufiane. “RESPONSES OF UNDERGROUND STRUCTURES SUBJECTED TO BLAST LOADING.” 2014. Web. 15 Apr 2021.

Vancouver:

Nezilli S. RESPONSES OF UNDERGROUND STRUCTURES SUBJECTED TO BLAST LOADING. [Internet] [Thesis]. City University of New York; 2014. [cited 2021 Apr 15]. Available from: https://academicworks.cuny.edu/cc_etds_theses/646.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Nezilli S. RESPONSES OF UNDERGROUND STRUCTURES SUBJECTED TO BLAST LOADING. [Thesis]. City University of New York; 2014. Available from: https://academicworks.cuny.edu/cc_etds_theses/646

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Arizona

22. Dozier, James Lee, 1931-. Determination of the operating characteristics of a variable mach number supersonic wind tunnel .

Degree: 1964, University of Arizona

URL: http://hdl.handle.net/10150/319232

Subjects/Keywords: Wind tunnels.

Record Details Similar Records Cite « Share

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Dozier, James Lee, 1. (1964). Determination of the operating characteristics of a variable mach number supersonic wind tunnel . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/319232

Chicago Manual of Style (16^th Edition):

Dozier, James Lee, 1931-. “Determination of the operating characteristics of a variable mach number supersonic wind tunnel .” 1964. Masters Thesis, University of Arizona. Accessed April 15, 2021. http://hdl.handle.net/10150/319232.

MLA Handbook (7^th Edition):

Dozier, James Lee, 1931-. “Determination of the operating characteristics of a variable mach number supersonic wind tunnel .” 1964. Web. 15 Apr 2021.

Vancouver:

Dozier, James Lee 1. Determination of the operating characteristics of a variable mach number supersonic wind tunnel . [Internet] [Masters thesis]. University of Arizona; 1964. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/10150/319232.

Council of Science Editors:

Dozier, James Lee 1. Determination of the operating characteristics of a variable mach number supersonic wind tunnel . [Masters Thesis]. University of Arizona; 1964. Available from: http://hdl.handle.net/10150/319232

University of Arizona

23. Bowling, Frederick Byrd, 1932-. A method of loss estimation for low speed wind tunnels .

Degree: 1963, University of Arizona

URL: http://hdl.handle.net/10150/319526

Subjects/Keywords: Wind tunnels.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Bowling, Frederick Byrd, 1. (1963). A method of loss estimation for low speed wind tunnels . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/319526

Chicago Manual of Style (16^th Edition):

Bowling, Frederick Byrd, 1932-. “A method of loss estimation for low speed wind tunnels .” 1963. Masters Thesis, University of Arizona. Accessed April 15, 2021. http://hdl.handle.net/10150/319526.

MLA Handbook (7^th Edition):

Bowling, Frederick Byrd, 1932-. “A method of loss estimation for low speed wind tunnels .” 1963. Web. 15 Apr 2021.

Vancouver:

Bowling, Frederick Byrd 1. A method of loss estimation for low speed wind tunnels . [Internet] [Masters thesis]. University of Arizona; 1963. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/10150/319526.

Council of Science Editors:

Bowling, Frederick Byrd 1. A method of loss estimation for low speed wind tunnels . [Masters Thesis]. University of Arizona; 1963. Available from: http://hdl.handle.net/10150/319526

Georgia Tech

24. Thomas, Gerald Burleson. Application of water-channel compressible gas analogies to a problem of supersonic wind tunnel design.

Degree: MS, Aeronautical Engineering, 1949, Georgia Tech

URL: http://hdl.handle.net/1853/16922

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Thomas, G. B. (1949). Application of water-channel compressible gas analogies to a problem of supersonic wind tunnel design. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/16922

Chicago Manual of Style (16^th Edition):

Thomas, Gerald Burleson. “Application of water-channel compressible gas analogies to a problem of supersonic wind tunnel design.” 1949. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/16922.

MLA Handbook (7^th Edition):

Thomas, Gerald Burleson. “Application of water-channel compressible gas analogies to a problem of supersonic wind tunnel design.” 1949. Web. 15 Apr 2021.

Vancouver:

Thomas GB. Application of water-channel compressible gas analogies to a problem of supersonic wind tunnel design. [Internet] [Masters thesis]. Georgia Tech; 1949. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/16922.

Council of Science Editors:

Thomas GB. Application of water-channel compressible gas analogies to a problem of supersonic wind tunnel design. [Masters Thesis]. Georgia Tech; 1949. Available from: http://hdl.handle.net/1853/16922

Georgia Tech

25. Sullivan, John Joseph. A feasibility study of a rocket-powered hypersonic wind tunnel.

Degree: MS, Mechanical engineering, 1955, Georgia Tech

URL: http://hdl.handle.net/1853/19166

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Sullivan, J. J. (1955). A feasibility study of a rocket-powered hypersonic wind tunnel. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/19166

Chicago Manual of Style (16^th Edition):

Sullivan, John Joseph. “A feasibility study of a rocket-powered hypersonic wind tunnel.” 1955. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/19166.

MLA Handbook (7^th Edition):

Sullivan, John Joseph. “A feasibility study of a rocket-powered hypersonic wind tunnel.” 1955. Web. 15 Apr 2021.

Vancouver:

Sullivan JJ. A feasibility study of a rocket-powered hypersonic wind tunnel. [Internet] [Masters thesis]. Georgia Tech; 1955. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/19166.

Council of Science Editors:

Sullivan JJ. A feasibility study of a rocket-powered hypersonic wind tunnel. [Masters Thesis]. Georgia Tech; 1955. Available from: http://hdl.handle.net/1853/19166

Georgia Tech

26. Ortell, Alexander Rudolph. I, The final calibration of the Georgia Tech low turbulence wind tunnel including dynamic pressure and angularity distributions and free tunnel turbulence levels; II, Turbulence studies behind square.

Degree: MS, Aeronautical Engineering, 1957, Georgia Tech

URL: http://hdl.handle.net/1853/12005

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Ortell, A. R. (1957). I, The final calibration of the Georgia Tech low turbulence wind tunnel including dynamic pressure and angularity distributions and free tunnel turbulence levels; II, Turbulence studies behind square. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12005

Chicago Manual of Style (16^th Edition):

Ortell, Alexander Rudolph. “I, The final calibration of the Georgia Tech low turbulence wind tunnel including dynamic pressure and angularity distributions and free tunnel turbulence levels; II, Turbulence studies behind square.” 1957. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/12005.

MLA Handbook (7^th Edition):

Ortell, Alexander Rudolph. “I, The final calibration of the Georgia Tech low turbulence wind tunnel including dynamic pressure and angularity distributions and free tunnel turbulence levels; II, Turbulence studies behind square.” 1957. Web. 15 Apr 2021.

Vancouver:

Ortell AR. I, The final calibration of the Georgia Tech low turbulence wind tunnel including dynamic pressure and angularity distributions and free tunnel turbulence levels; II, Turbulence studies behind square. [Internet] [Masters thesis]. Georgia Tech; 1957. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/12005.

Council of Science Editors:

Ortell AR. I, The final calibration of the Georgia Tech low turbulence wind tunnel including dynamic pressure and angularity distributions and free tunnel turbulence levels; II, Turbulence studies behind square. [Masters Thesis]. Georgia Tech; 1957. Available from: http://hdl.handle.net/1853/12005

Georgia Tech

27. Mixon, Marvin Stockwell. An investigation of the double Venturi wind tunnel.

Degree: MS, Aeronautical Engineering, 1950, Georgia Tech

URL: http://hdl.handle.net/1853/12015

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Mixon, M. S. (1950). An investigation of the double Venturi wind tunnel. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12015

Chicago Manual of Style (16^th Edition):

Mixon, Marvin Stockwell. “An investigation of the double Venturi wind tunnel.” 1950. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/12015.

MLA Handbook (7^th Edition):

Mixon, Marvin Stockwell. “An investigation of the double Venturi wind tunnel.” 1950. Web. 15 Apr 2021.

Vancouver:

Mixon MS. An investigation of the double Venturi wind tunnel. [Internet] [Masters thesis]. Georgia Tech; 1950. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/12015.

Council of Science Editors:

Mixon MS. An investigation of the double Venturi wind tunnel. [Masters Thesis]. Georgia Tech; 1950. Available from: http://hdl.handle.net/1853/12015

Georgia Tech

28. Ritter, Alfred. A study of the double Venturi principle in its application to high speed wind tunnels.

Degree: MS, Aeronautical Engineering, 1947, Georgia Tech

URL: http://hdl.handle.net/1853/12041

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Ritter, A. (1947). A study of the double Venturi principle in its application to high speed wind tunnels. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12041

Chicago Manual of Style (16^th Edition):

Ritter, Alfred. “A study of the double Venturi principle in its application to high speed wind tunnels.” 1947. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/12041.

MLA Handbook (7^th Edition):

Ritter, Alfred. “A study of the double Venturi principle in its application to high speed wind tunnels.” 1947. Web. 15 Apr 2021.

Vancouver:

Ritter A. A study of the double Venturi principle in its application to high speed wind tunnels. [Internet] [Masters thesis]. Georgia Tech; 1947. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/12041.

Council of Science Editors:

Ritter A. A study of the double Venturi principle in its application to high speed wind tunnels. [Masters Thesis]. Georgia Tech; 1947. Available from: http://hdl.handle.net/1853/12041

Georgia Tech

29. Merritt, Leslie Raymond. The development of a strain gage balance system for the thirty inch wind tunnel at the Georgia School of Technology.

Degree: MS, Aeronautical Engineering, 1947, Georgia Tech

URL: http://hdl.handle.net/1853/12142

Subjects/Keywords: Wind tunnels

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APA (6^th Edition):

Merritt, L. R. (1947). The development of a strain gage balance system for the thirty inch wind tunnel at the Georgia School of Technology. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12142

Chicago Manual of Style (16^th Edition):

Merritt, Leslie Raymond. “The development of a strain gage balance system for the thirty inch wind tunnel at the Georgia School of Technology.” 1947. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/12142.

MLA Handbook (7^th Edition):

Merritt, Leslie Raymond. “The development of a strain gage balance system for the thirty inch wind tunnel at the Georgia School of Technology.” 1947. Web. 15 Apr 2021.

Vancouver:

Merritt LR. The development of a strain gage balance system for the thirty inch wind tunnel at the Georgia School of Technology. [Internet] [Masters thesis]. Georgia Tech; 1947. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/12142.

Council of Science Editors:

Merritt LR. The development of a strain gage balance system for the thirty inch wind tunnel at the Georgia School of Technology. [Masters Thesis]. Georgia Tech; 1947. Available from: http://hdl.handle.net/1853/12142

Georgia Tech

30. Clanton, Neil Archibald. An experimental investigation of the transient response time of a simulated supersonic wind tunnel pressure instrumentation system.

Degree: MS, Aeronautical Engineering, 1953, Georgia Tech

URL: http://hdl.handle.net/1853/12223

Subjects/Keywords: Wind tunnels

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Clanton, N. A. (1953). An experimental investigation of the transient response time of a simulated supersonic wind tunnel pressure instrumentation system. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12223

Chicago Manual of Style (16^th Edition):

Clanton, Neil Archibald. “An experimental investigation of the transient response time of a simulated supersonic wind tunnel pressure instrumentation system.” 1953. Masters Thesis, Georgia Tech. Accessed April 15, 2021. http://hdl.handle.net/1853/12223.

MLA Handbook (7^th Edition):

Clanton, Neil Archibald. “An experimental investigation of the transient response time of a simulated supersonic wind tunnel pressure instrumentation system.” 1953. Web. 15 Apr 2021.

Vancouver:

Clanton NA. An experimental investigation of the transient response time of a simulated supersonic wind tunnel pressure instrumentation system. [Internet] [Masters thesis]. Georgia Tech; 1953. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1853/12223.

Council of Science Editors:

Clanton NA. An experimental investigation of the transient response time of a simulated supersonic wind tunnel pressure instrumentation system. [Masters Thesis]. Georgia Tech; 1953. Available from: http://hdl.handle.net/1853/12223

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