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You searched for +publisher:"Virginia Tech" +contributor:("Weyers, Richard E."). Showing records 1 – 30 of 63 total matches.

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Virginia Tech

1. Rivera, Elias Alexander. Fatigue Assessment for Failed Bridge Deck Closure Pour.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 After 17 years in service, a 3 ft by 3 ft closure pour section of an Interstate 81 (I-81) bridge deck failed by punching through… (more)

Subjects/Keywords: construction joint; reinforcing steel; closure pour; bridge deck; fatigue

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APA (6th Edition):

Rivera, E. A. (2012). Fatigue Assessment for Failed Bridge Deck Closure Pour. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33242

Chicago Manual of Style (16th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/33242.

MLA Handbook (7th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Web. 09 Jul 2020.

Vancouver:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/33242.

Council of Science Editors:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/33242


Virginia Tech

2. Abbas, Ebrahim K. Corrosion Assessment for Failed Bridge Deck Closure Pour.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 Corrosion of reinforcing steel in concrete is a significant problem around the world. In the United States, there are approximately 600,000 bridges. From those bridges… (more)

Subjects/Keywords: Epoxy Coated Reinforcement (ECR); Unrestrained Shrinkage; Restrained Shrinkage; Bridge Deck; Prediction Models

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APA (6th Edition):

Abbas, E. K. (2011). Corrosion Assessment for Failed Bridge Deck Closure Pour. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36352

Chicago Manual of Style (16th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/36352.

MLA Handbook (7th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Web. 09 Jul 2020.

Vancouver:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/36352.

Council of Science Editors:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/36352


Virginia Tech

3. Bowland, Adam Gregory. Comparison and Analysis of the Strength, Stiffness, and Damping Characteristics of Concrete with Rubber, Latex, and Carbonate Additives.

Degree: PhD, Civil Engineering, 2011, Virginia Tech

 This dissertation presents the results of a study performed to investigate methods for increasing the damping capacity of concrete. A variety of additives, both particle… (more)

Subjects/Keywords: Damping; Concrete Admixtures; Rubber; Latex; Calcium Carbonate

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APA (6th Edition):

Bowland, A. G. (2011). Comparison and Analysis of the Strength, Stiffness, and Damping Characteristics of Concrete with Rubber, Latex, and Carbonate Additives. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28229

Chicago Manual of Style (16th Edition):

Bowland, Adam Gregory. “Comparison and Analysis of the Strength, Stiffness, and Damping Characteristics of Concrete with Rubber, Latex, and Carbonate Additives.” 2011. Doctoral Dissertation, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/28229.

MLA Handbook (7th Edition):

Bowland, Adam Gregory. “Comparison and Analysis of the Strength, Stiffness, and Damping Characteristics of Concrete with Rubber, Latex, and Carbonate Additives.” 2011. Web. 09 Jul 2020.

Vancouver:

Bowland AG. Comparison and Analysis of the Strength, Stiffness, and Damping Characteristics of Concrete with Rubber, Latex, and Carbonate Additives. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/28229.

Council of Science Editors:

Bowland AG. Comparison and Analysis of the Strength, Stiffness, and Damping Characteristics of Concrete with Rubber, Latex, and Carbonate Additives. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/28229


Virginia Tech

4. Balakumaran, Soundar Sriram G. Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Chloride induced corrosion of steel in concrete is one of the major forms of deterioration mechanisms found in reinforced concrete bridges. Early age corrosion damage… (more)

Subjects/Keywords: Chloride Diffusion; Corrosion; Macrocell Corrosion; Resistivity; Reinforced Concrete

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APA (6th Edition):

Balakumaran, S. S. G. (2010). Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32665

Chicago Manual of Style (16th Edition):

Balakumaran, Soundar Sriram G. “Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion.” 2010. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/32665.

MLA Handbook (7th Edition):

Balakumaran, Soundar Sriram G. “Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion.” 2010. Web. 09 Jul 2020.

Vancouver:

Balakumaran SSG. Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/32665.

Council of Science Editors:

Balakumaran SSG. Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/32665


Virginia Tech

5. Govindarajan Balakumaran, Soundar Sriram. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 Modeling of chloride-induced deterioration of bridge decks by using Fickâ s Second Law of diffusion was performed. The objective of this study is to select… (more)

Subjects/Keywords: corrosion; service life; bridge decks; modeling; deterioration; chloride diffusion; concrete; epoxy; overlay; LTBP

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APA (6th Edition):

Govindarajan Balakumaran, S. S. (2012). Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26437

Chicago Manual of Style (16th Edition):

Govindarajan Balakumaran, Soundar Sriram. “Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.” 2012. Doctoral Dissertation, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/26437.

MLA Handbook (7th Edition):

Govindarajan Balakumaran, Soundar Sriram. “Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.” 2012. Web. 09 Jul 2020.

Vancouver:

Govindarajan Balakumaran SS. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/26437.

Council of Science Editors:

Govindarajan Balakumaran SS. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/26437

6. Collins, William Norfleet. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.

Degree: PhD, Civil and Environmental Engineering, 2014, Virginia Tech

 The work described herein examines the fracture behavior of steels used in bridge applications. As part of Transportation Pooled Fund (TPF) Project 5-238, Design and… (more)

Subjects/Keywords: Brittle failures; material failures; cracking; toughness; steel; bridges; fracture

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APA (6th Edition):

Collins, W. N. (2014). Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/70925

Chicago Manual of Style (16th Edition):

Collins, William Norfleet. “Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.” 2014. Doctoral Dissertation, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/70925.

MLA Handbook (7th Edition):

Collins, William Norfleet. “Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.” 2014. Web. 09 Jul 2020.

Vancouver:

Collins WN. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/70925.

Council of Science Editors:

Collins WN. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/70925


Virginia Tech

7. Howard, Joseph Neil. Investigation of the Structural Behavior of Asphalt/Wood Deck Systems for Girder Bridges.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 Glue laminated wood deck systems are commonly used for bridge decks on girder bridge systems. These decks are usually covered with a hot-mix asphalt wearing… (more)

Subjects/Keywords: Timber Bridge; Deck deflection; Glulam Bridge

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APA (6th Edition):

Howard, J. N. (1997). Investigation of the Structural Behavior of Asphalt/Wood Deck Systems for Girder Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36791

Chicago Manual of Style (16th Edition):

Howard, Joseph Neil. “Investigation of the Structural Behavior of Asphalt/Wood Deck Systems for Girder Bridges.” 1997. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/36791.

MLA Handbook (7th Edition):

Howard, Joseph Neil. “Investigation of the Structural Behavior of Asphalt/Wood Deck Systems for Girder Bridges.” 1997. Web. 09 Jul 2020.

Vancouver:

Howard JN. Investigation of the Structural Behavior of Asphalt/Wood Deck Systems for Girder Bridges. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/36791.

Council of Science Editors:

Howard JN. Investigation of the Structural Behavior of Asphalt/Wood Deck Systems for Girder Bridges. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/36791


Virginia Tech

8. Townsend, Bradley Donald. Creep and Shrinkage of a High Strength Concrete Mixture.

Degree: MS, Civil Engineering, 2003, Virginia Tech

 In addition to immediate elastic deformations, concrete undergoes time-dependent deformations that must be considered in design. Creep is defined as the time-dependent deformation resulting from… (more)

Subjects/Keywords: creep; shrinkage; high strength concrete

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APA (6th Edition):

Townsend, B. D. (2003). Creep and Shrinkage of a High Strength Concrete Mixture. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32743

Chicago Manual of Style (16th Edition):

Townsend, Bradley Donald. “Creep and Shrinkage of a High Strength Concrete Mixture.” 2003. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/32743.

MLA Handbook (7th Edition):

Townsend, Bradley Donald. “Creep and Shrinkage of a High Strength Concrete Mixture.” 2003. Web. 09 Jul 2020.

Vancouver:

Townsend BD. Creep and Shrinkage of a High Strength Concrete Mixture. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/32743.

Council of Science Editors:

Townsend BD. Creep and Shrinkage of a High Strength Concrete Mixture. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/32743


Virginia Tech

9. Hinkle, Stephen Dock. Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Accurate camber prediction in prestressed concrete bridge beams is important to all parties involved in bridge design and construction. Many current prestress loss prediction methods,… (more)

Subjects/Keywords: shrinkage; prestress losses; creep; camber; time-dependent deflection

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APA (6th Edition):

Hinkle, S. D. (2006). Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34740

Chicago Manual of Style (16th Edition):

Hinkle, Stephen Dock. “Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams.” 2006. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/34740.

MLA Handbook (7th Edition):

Hinkle, Stephen Dock. “Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams.” 2006. Web. 09 Jul 2020.

Vancouver:

Hinkle SD. Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/34740.

Council of Science Editors:

Hinkle SD. Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/34740


Virginia Tech

10. Guirola, Marcela Renee. Strength and Performance of Fiber-Reinforced Concrete Composite Slabs.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 The purpose of this research is to evaluate and compare the influence of four types of secondary reinforcement on various component strengths related to composite… (more)

Subjects/Keywords: composite beams and joists; composite slabs; push-out tests; fiber-reinforced concrete; shear connectors

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APA (6th Edition):

Guirola, M. R. (2001). Strength and Performance of Fiber-Reinforced Concrete Composite Slabs. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35431

Chicago Manual of Style (16th Edition):

Guirola, Marcela Renee. “Strength and Performance of Fiber-Reinforced Concrete Composite Slabs.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/35431.

MLA Handbook (7th Edition):

Guirola, Marcela Renee. “Strength and Performance of Fiber-Reinforced Concrete Composite Slabs.” 2001. Web. 09 Jul 2020.

Vancouver:

Guirola MR. Strength and Performance of Fiber-Reinforced Concrete Composite Slabs. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/35431.

Council of Science Editors:

Guirola MR. Strength and Performance of Fiber-Reinforced Concrete Composite Slabs. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/35431


Virginia Tech

11. Hayes, Michael David. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.

Degree: MS, Engineering Mechanics, 1998, Virginia Tech

  Fiber reinforced polymeric (FRP) composite materials are beginning to find use in construction and infrastructure applications. Composite members may potentially provide more durable replacements… (more)

Subjects/Keywords: pultruded composites; pultruded structural shapes; hybrid composite beam; fiber-reinforced polymer (FRP); Composite materials; bridge rehabilitation; shear deformation

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APA (6th Edition):

Hayes, M. D. (1998). Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35852

Chicago Manual of Style (16th Edition):

Hayes, Michael David. “Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.” 1998. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/35852.

MLA Handbook (7th Edition):

Hayes, Michael David. “Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.” 1998. Web. 09 Jul 2020.

Vancouver:

Hayes MD. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/35852.

Council of Science Editors:

Hayes MD. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/35852


Virginia Tech

12. Haramis, John Emmanuel II. Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 Two different asphalt concrete systems were examined in this research study. The existing system, consistent with current timber bridge construction practice, uses a preformed waterproofing… (more)

Subjects/Keywords: bond strength; watertightness; waterproof membranes; asphalt overlays; timber bridge decks; glulam

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APA (6th Edition):

Haramis, J. E. I. (1997). Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36954

Chicago Manual of Style (16th Edition):

Haramis, John Emmanuel II. “Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks.” 1997. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/36954.

MLA Handbook (7th Edition):

Haramis, John Emmanuel II. “Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks.” 1997. Web. 09 Jul 2020.

Vancouver:

Haramis JEI. Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/36954.

Council of Science Editors:

Haramis JEI. Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/36954


Virginia Tech

13. Khuri, Ramzi Emile. Performance-Based Evaluation of Joint Sealants for Concrete Pavements.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 Pavement concrete joints are the weakest locations in concrete pavement systems. They are man-made cracks to accommodate concrete slab expansion and contraction due to temperature… (more)

Subjects/Keywords: Concrete Pavements; Joints; Sealants

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APA (6th Edition):

Khuri, R. E. (1998). Performance-Based Evaluation of Joint Sealants for Concrete Pavements. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41000

Chicago Manual of Style (16th Edition):

Khuri, Ramzi Emile. “Performance-Based Evaluation of Joint Sealants for Concrete Pavements.” 1998. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/41000.

MLA Handbook (7th Edition):

Khuri, Ramzi Emile. “Performance-Based Evaluation of Joint Sealants for Concrete Pavements.” 1998. Web. 09 Jul 2020.

Vancouver:

Khuri RE. Performance-Based Evaluation of Joint Sealants for Concrete Pavements. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/41000.

Council of Science Editors:

Khuri RE. Performance-Based Evaluation of Joint Sealants for Concrete Pavements. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/41000


Virginia Tech

14. Guerin, Pascal Claude Raymond. Development of measurement techniques for evaluation of inhibitors for controlling rebar corrosion in concrete.

Degree: MS, Materials Engineering, 1990, Virginia Tech

  Concrete provides a nearly perfect environment for corrosion protection of steel; However, the use of de-icing salts on the highway system has accelerated the… (more)

Subjects/Keywords: Concrete; LD5655.V855 1990.G837

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APA (6th Edition):

Guerin, P. C. R. (1990). Development of measurement techniques for evaluation of inhibitors for controlling rebar corrosion in concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41760

Chicago Manual of Style (16th Edition):

Guerin, Pascal Claude Raymond. “Development of measurement techniques for evaluation of inhibitors for controlling rebar corrosion in concrete.” 1990. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/41760.

MLA Handbook (7th Edition):

Guerin, Pascal Claude Raymond. “Development of measurement techniques for evaluation of inhibitors for controlling rebar corrosion in concrete.” 1990. Web. 09 Jul 2020.

Vancouver:

Guerin PCR. Development of measurement techniques for evaluation of inhibitors for controlling rebar corrosion in concrete. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/41760.

Council of Science Editors:

Guerin PCR. Development of measurement techniques for evaluation of inhibitors for controlling rebar corrosion in concrete. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/41760


Virginia Tech

15. Vincent, Edward Creed. Compressive Creep of a Lightweight, High Strength Concrete Mixture.

Degree: MS, Civil Engineering, 2003, Virginia Tech

 Concrete undergoes volumetric changes throughout its service life. These changes are a result of applied loads and shrinkage. Applied loads result in an instantaneous recoverable… (more)

Subjects/Keywords: compressive creep; lightweight aggregate; shrinkage; prediction models

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APA (6th Edition):

Vincent, E. C. (2003). Compressive Creep of a Lightweight, High Strength Concrete Mixture. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30962

Chicago Manual of Style (16th Edition):

Vincent, Edward Creed. “Compressive Creep of a Lightweight, High Strength Concrete Mixture.” 2003. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/30962.

MLA Handbook (7th Edition):

Vincent, Edward Creed. “Compressive Creep of a Lightweight, High Strength Concrete Mixture.” 2003. Web. 09 Jul 2020.

Vancouver:

Vincent EC. Compressive Creep of a Lightweight, High Strength Concrete Mixture. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/30962.

Council of Science Editors:

Vincent EC. Compressive Creep of a Lightweight, High Strength Concrete Mixture. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/30962


Virginia Tech

16. Bhutta, Salman Ahmed. Analytical modeling of hybrid composite beams.

Degree: MS, Civil Engineering, 1993, Virginia Tech

 The main objective of this study is to develop an analytical model to explain the behavior of a hybrid structure under different loading conditions. The… (more)

Subjects/Keywords: Materials; LD5655.V855 1993.B587

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APA (6th Edition):

Bhutta, S. A. (1993). Analytical modeling of hybrid composite beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45600

Chicago Manual of Style (16th Edition):

Bhutta, Salman Ahmed. “Analytical modeling of hybrid composite beams.” 1993. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45600.

MLA Handbook (7th Edition):

Bhutta, Salman Ahmed. “Analytical modeling of hybrid composite beams.” 1993. Web. 09 Jul 2020.

Vancouver:

Bhutta SA. Analytical modeling of hybrid composite beams. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45600.

Council of Science Editors:

Bhutta SA. Analytical modeling of hybrid composite beams. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/45600


Virginia Tech

17. Ayadh, Mohammed Thabet. Influence of the city geometric features on the two fluid model parameters.

Degree: MS, Civil Engineering, 1986, Virginia Tech

  The traffic flow in an urban street network is a complicated system which involves many variables. Some of these variables relate to the networkâ… (more)

Subjects/Keywords: Traffic engineering; LD5655.V855 1986.A924

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APA (6th Edition):

Ayadh, M. T. (1986). Influence of the city geometric features on the two fluid model parameters. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45683

Chicago Manual of Style (16th Edition):

Ayadh, Mohammed Thabet. “Influence of the city geometric features on the two fluid model parameters.” 1986. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45683.

MLA Handbook (7th Edition):

Ayadh, Mohammed Thabet. “Influence of the city geometric features on the two fluid model parameters.” 1986. Web. 09 Jul 2020.

Vancouver:

Ayadh MT. Influence of the city geometric features on the two fluid model parameters. [Internet] [Masters thesis]. Virginia Tech; 1986. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45683.

Council of Science Editors:

Ayadh MT. Influence of the city geometric features on the two fluid model parameters. [Masters Thesis]. Virginia Tech; 1986. Available from: http://hdl.handle.net/10919/45683


Virginia Tech

18. Alattar, Iyad Ahmed. Evaluation of Troxler 3241-C nuclear asphalt content gauge used for Marshall specimens.

Degree: MS, Civil Engineering, 1994, Virginia Tech

  Asphalt cement content is one of the most important requirements for producing high quality hot-mix asphalt. The determination of the asphalt cement content of… (more)

Subjects/Keywords: Radioactive gages.; LD5655.V855 1994.A438

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APA (6th Edition):

Alattar, I. A. (1994). Evaluation of Troxler 3241-C nuclear asphalt content gauge used for Marshall specimens. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46094

Chicago Manual of Style (16th Edition):

Alattar, Iyad Ahmed. “Evaluation of Troxler 3241-C nuclear asphalt content gauge used for Marshall specimens.” 1994. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/46094.

MLA Handbook (7th Edition):

Alattar, Iyad Ahmed. “Evaluation of Troxler 3241-C nuclear asphalt content gauge used for Marshall specimens.” 1994. Web. 09 Jul 2020.

Vancouver:

Alattar IA. Evaluation of Troxler 3241-C nuclear asphalt content gauge used for Marshall specimens. [Internet] [Masters thesis]. Virginia Tech; 1994. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/46094.

Council of Science Editors:

Alattar IA. Evaluation of Troxler 3241-C nuclear asphalt content gauge used for Marshall specimens. [Masters Thesis]. Virginia Tech; 1994. Available from: http://hdl.handle.net/10919/46094


Virginia Tech

19. Gouru, Harinath. Laboratory evaluation of asphalt-portland cement concrete composite.

Degree: MS, Civil Engineering, 1992, Virginia Tech

  Asphalt-Portland Cement Concrete Composite (APCCC) is a hot-mix asphalt with air voids in the range of 25 to 30 percent which is later filled… (more)

Subjects/Keywords: Cement composites; LD5655.V855 1992.G687

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APA (6th Edition):

Gouru, H. (1992). Laboratory evaluation of asphalt-portland cement concrete composite. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46400

Chicago Manual of Style (16th Edition):

Gouru, Harinath. “Laboratory evaluation of asphalt-portland cement concrete composite.” 1992. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/46400.

MLA Handbook (7th Edition):

Gouru, Harinath. “Laboratory evaluation of asphalt-portland cement concrete composite.” 1992. Web. 09 Jul 2020.

Vancouver:

Gouru H. Laboratory evaluation of asphalt-portland cement concrete composite. [Internet] [Masters thesis]. Virginia Tech; 1992. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/46400.

Council of Science Editors:

Gouru H. Laboratory evaluation of asphalt-portland cement concrete composite. [Masters Thesis]. Virginia Tech; 1992. Available from: http://hdl.handle.net/10919/46400


Virginia Tech

20. Smolinski, Laura J. Influence of Reinforcing Steel Parameters on the Formation of the Passive Layer.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 Corrosion in reinforced concrete bridge decks has always been a concern amongst engineers. However, as structures continue to increase in size and in the amount… (more)

Subjects/Keywords: Reinforced Concrete; Macrocell Corrosion; Corrosion; Passive Layer

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APA (6th Edition):

Smolinski, L. J. (2007). Influence of Reinforcing Steel Parameters on the Formation of the Passive Layer. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31323

Chicago Manual of Style (16th Edition):

Smolinski, Laura J. “Influence of Reinforcing Steel Parameters on the Formation of the Passive Layer.” 2007. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31323.

MLA Handbook (7th Edition):

Smolinski, Laura J. “Influence of Reinforcing Steel Parameters on the Formation of the Passive Layer.” 2007. Web. 09 Jul 2020.

Vancouver:

Smolinski LJ. Influence of Reinforcing Steel Parameters on the Formation of the Passive Layer. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31323.

Council of Science Editors:

Smolinski LJ. Influence of Reinforcing Steel Parameters on the Formation of the Passive Layer. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/31323


Virginia Tech

21. Sethi, Vivek. Unbonded Monostrands for Camber Adjustment.

Degree: MS, Structural Engineering and Materials, 2006, Virginia Tech

 Prestressed concrete structural members camber upwards or downwards depending upon the location of application of prestress force. Identical members do not camber equally due to… (more)

Subjects/Keywords: Probability distribution; Prediction models; Monte Carlo Simulation; Camber; Creep; Shrinkage; High strength concrete; Unbonded monostrands

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APA (6th Edition):

Sethi, V. (2006). Unbonded Monostrands for Camber Adjustment. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31335

Chicago Manual of Style (16th Edition):

Sethi, Vivek. “Unbonded Monostrands for Camber Adjustment.” 2006. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31335.

MLA Handbook (7th Edition):

Sethi, Vivek. “Unbonded Monostrands for Camber Adjustment.” 2006. Web. 09 Jul 2020.

Vancouver:

Sethi V. Unbonded Monostrands for Camber Adjustment. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31335.

Council of Science Editors:

Sethi V. Unbonded Monostrands for Camber Adjustment. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/31335


Virginia Tech

22. Meyerson, Richard. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 Concrete experiences volume changes throughout its service life. When loaded, concrete experiences an instantaneous recoverable elastic deformation and a slow inelastic deformation called creep. Creep… (more)

Subjects/Keywords: prestressed concrete mixtures; mineral admixtures; time dependent deformation; creep prediction models; compressive creep

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APA (6th Edition):

Meyerson, R. (2001). Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31525

Chicago Manual of Style (16th Edition):

Meyerson, Richard. “Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31525.

MLA Handbook (7th Edition):

Meyerson, Richard. “Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures.” 2001. Web. 09 Jul 2020.

Vancouver:

Meyerson R. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31525.

Council of Science Editors:

Meyerson R. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/31525


Virginia Tech

23. Zhang, Huiying. An Evaluation of the Durability of Polymer Concrete Bonds to Aluminum Bridge Decks.

Degree: MS, Engineering Mechanics, 1999, Virginia Tech

 The objective of this study is to evaluate the bond durability of an epoxy-based polymer concrete wearing surface bonded to aluminum bridge decks. In the… (more)

Subjects/Keywords: Aluminum; Epoxy; Strain energy release rate; Mixed-mode fracture test; Adhesive bond; Polymer concrete overlays; Durability

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APA (6th Edition):

Zhang, H. (1999). An Evaluation of the Durability of Polymer Concrete Bonds to Aluminum Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31655

Chicago Manual of Style (16th Edition):

Zhang, Huiying. “An Evaluation of the Durability of Polymer Concrete Bonds to Aluminum Bridge Decks.” 1999. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31655.

MLA Handbook (7th Edition):

Zhang, Huiying. “An Evaluation of the Durability of Polymer Concrete Bonds to Aluminum Bridge Decks.” 1999. Web. 09 Jul 2020.

Vancouver:

Zhang H. An Evaluation of the Durability of Polymer Concrete Bonds to Aluminum Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31655.

Council of Science Editors:

Zhang H. An Evaluation of the Durability of Polymer Concrete Bonds to Aluminum Bridge Decks. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/31655


Virginia Tech

24. Boyd, Curtis Barton. A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 Approximately fifty percent of the bridges in the United States are considered deficient. The deterioration of the concrete components is a leading cause of the… (more)

Subjects/Keywords: bridge; reinforced concrete; bridge design; FRP; fiber reinforced plastics

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APA (6th Edition):

Boyd, C. B. (1997). A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/9591

Chicago Manual of Style (16th Edition):

Boyd, Curtis Barton. “A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks.” 1997. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/9591.

MLA Handbook (7th Edition):

Boyd, Curtis Barton. “A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks.” 1997. Web. 09 Jul 2020.

Vancouver:

Boyd CB. A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/9591.

Council of Science Editors:

Boyd CB. A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/9591


Virginia Tech

25. Wheeler, Megan Caroline. Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks.

Degree: MS, Civil Engineering, 2003, Virginia Tech

 This study is an evaluation of epoxy coated reinforcing steel (ECR) and its ability to effectively provide corrosion protection in reinforced concrete highway bridge decks.… (more)

Subjects/Keywords: concrete; glass transition temperature; corrosion; bridge decks; epoxy coated reinforcing steel (ECR)

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APA (6th Edition):

Wheeler, M. C. (2003). Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/9687

Chicago Manual of Style (16th Edition):

Wheeler, Megan Caroline. “Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks.” 2003. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/9687.

MLA Handbook (7th Edition):

Wheeler, Megan Caroline. “Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks.” 2003. Web. 09 Jul 2020.

Vancouver:

Wheeler MC. Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/9687.

Council of Science Editors:

Wheeler MC. Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/9687


Virginia Tech

26. Dutta, Tapas. Evaluation of the effectiveness of deep polymer impregnation as a corrosion abatement technique for overlaid bridge decks.

Degree: MS, Civil Engineering, 1991, Virginia Tech

see document Advisors/Committee Members: Weyers, Richard E. (committeechair), Drew, Donald R. (committee member), Walker, Richard D. (committee member).

Subjects/Keywords: Bridges; LD5655.V855 1991.D988

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APA (6th Edition):

Dutta, T. (1991). Evaluation of the effectiveness of deep polymer impregnation as a corrosion abatement technique for overlaid bridge decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44154

Chicago Manual of Style (16th Edition):

Dutta, Tapas. “Evaluation of the effectiveness of deep polymer impregnation as a corrosion abatement technique for overlaid bridge decks.” 1991. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/44154.

MLA Handbook (7th Edition):

Dutta, Tapas. “Evaluation of the effectiveness of deep polymer impregnation as a corrosion abatement technique for overlaid bridge decks.” 1991. Web. 09 Jul 2020.

Vancouver:

Dutta T. Evaluation of the effectiveness of deep polymer impregnation as a corrosion abatement technique for overlaid bridge decks. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/44154.

Council of Science Editors:

Dutta T. Evaluation of the effectiveness of deep polymer impregnation as a corrosion abatement technique for overlaid bridge decks. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/44154


Virginia Tech

27. Miceli, Marybeth. Assessment of Infrared Thermography for NDE of FRP Bridge Decks.

Degree: MS, Materials Science and Engineering, 2000, Virginia Tech

 Statistics released in the fall 1989 showed that 238,357 (41%) of the nation's 577,710 bridges are either structurally deficient or functionally obsolete. New materials, such… (more)

Subjects/Keywords: fiber-reinforced polymer composites (FRP); infrared thermography (IRT); nondestructive evaluation (NDE)

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APA (6th Edition):

Miceli, M. (2000). Assessment of Infrared Thermography for NDE of FRP Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36320

Chicago Manual of Style (16th Edition):

Miceli, Marybeth. “Assessment of Infrared Thermography for NDE of FRP Bridge Decks.” 2000. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/36320.

MLA Handbook (7th Edition):

Miceli, Marybeth. “Assessment of Infrared Thermography for NDE of FRP Bridge Decks.” 2000. Web. 09 Jul 2020.

Vancouver:

Miceli M. Assessment of Infrared Thermography for NDE of FRP Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/36320.

Council of Science Editors:

Miceli M. Assessment of Infrared Thermography for NDE of FRP Bridge Decks. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/36320


Virginia Tech

28. Bert, Stephen M. Using Maturity to Predict Girder Camber.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 The objective of this research was to determine if differential camber of prestressed concrete girders could be reduced by accurate prediction of initial camber at… (more)

Subjects/Keywords: Modulus of Elasticity; Maturity; Camber

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APA (6th Edition):

Bert, S. M. (2005). Using Maturity to Predict Girder Camber. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32852

Chicago Manual of Style (16th Edition):

Bert, Stephen M. “Using Maturity to Predict Girder Camber.” 2005. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/32852.

MLA Handbook (7th Edition):

Bert, Stephen M. “Using Maturity to Predict Girder Camber.” 2005. Web. 09 Jul 2020.

Vancouver:

Bert SM. Using Maturity to Predict Girder Camber. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/32852.

Council of Science Editors:

Bert SM. Using Maturity to Predict Girder Camber. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/32852


Virginia Tech

29. Mokarem, David Wayne. Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate.

Degree: MS, Civil Engineering, 1999, Virginia Tech

 Chloride ion induced corrosion of reinforcing steel in concrete bridge decks has become a major problem in the United States. Latex modified concrete (LMC), low… (more)

Subjects/Keywords: polymer concrete/aluminum interface; interfacial bond strength; strain energy release rate

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APA (6th Edition):

Mokarem, D. W. (1999). Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31700

Chicago Manual of Style (16th Edition):

Mokarem, David Wayne. “Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate.” 1999. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31700.

MLA Handbook (7th Edition):

Mokarem, David Wayne. “Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate.” 1999. Web. 09 Jul 2020.

Vancouver:

Mokarem DW. Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31700.

Council of Science Editors:

Mokarem DW. Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/31700


Virginia Tech

30. Williamson, Gregory Scott. Investigation of Testing Methods to Determine Long-Term Durability of Wisconsin Aggregate Resources Including Natural Materials, Industrial By-Products, and Recycled/Reclaimed Materials.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 The Wisconsin Department of Transportation (WisDOT) uses approximately 11,000,000 tons of aggregate per year for transportation projects. Being able to select durable aggregates for use… (more)

Subjects/Keywords: durability; aggregate; recycled aggregate; reclaimed aggregate; aggregate soundness

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APA (6th Edition):

Williamson, G. S. (2005). Investigation of Testing Methods to Determine Long-Term Durability of Wisconsin Aggregate Resources Including Natural Materials, Industrial By-Products, and Recycled/Reclaimed Materials. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31822

Chicago Manual of Style (16th Edition):

Williamson, Gregory Scott. “Investigation of Testing Methods to Determine Long-Term Durability of Wisconsin Aggregate Resources Including Natural Materials, Industrial By-Products, and Recycled/Reclaimed Materials.” 2005. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31822.

MLA Handbook (7th Edition):

Williamson, Gregory Scott. “Investigation of Testing Methods to Determine Long-Term Durability of Wisconsin Aggregate Resources Including Natural Materials, Industrial By-Products, and Recycled/Reclaimed Materials.” 2005. Web. 09 Jul 2020.

Vancouver:

Williamson GS. Investigation of Testing Methods to Determine Long-Term Durability of Wisconsin Aggregate Resources Including Natural Materials, Industrial By-Products, and Recycled/Reclaimed Materials. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31822.

Council of Science Editors:

Williamson GS. Investigation of Testing Methods to Determine Long-Term Durability of Wisconsin Aggregate Resources Including Natural Materials, Industrial By-Products, and Recycled/Reclaimed Materials. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/31822

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