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You searched for +publisher:"Oklahoma State University" +contributor:("Ley, Tyler M."). Showing records 1 – 15 of 15 total matches.

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Oklahoma State University

1. Rai, Bijaya Laxmi. Mixture Design to Mitigate Bridge Deck Cracking.

Degree: Civil Engineering, 2017, Oklahoma State University

 The main concern of this study is to develop different mixture designs that help to mitigate bridge deck cracking. The Oklahoma Department of Transportation (ODOT)… (more)

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APA (6th Edition):

Rai, B. L. (2017). Mixture Design to Mitigate Bridge Deck Cracking. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300041

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

Chicago Manual of Style (16th Edition):

Rai, Bijaya Laxmi. “Mixture Design to Mitigate Bridge Deck Cracking.” 2017. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/300041.

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

MLA Handbook (7th Edition):

Rai, Bijaya Laxmi. “Mixture Design to Mitigate Bridge Deck Cracking.” 2017. Web. 25 Aug 2019.

Vancouver:

Rai BL. Mixture Design to Mitigate Bridge Deck Cracking. [Internet] [Thesis]. Oklahoma State University; 2017. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/300041.

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

Council of Science Editors:

Rai BL. Mixture Design to Mitigate Bridge Deck Cracking. [Thesis]. Oklahoma State University; 2017. Available from: http://hdl.handle.net/11244/300041

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


Oklahoma State University

2. Bari, Praful. X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression.

Degree: Mechanical & Aerospace Engineering, 2010, Oklahoma State University

 The failure modes of sand are governed by a combination of simple mechanisms like sliding, rolling, and local deformation of grains. However, the aggregate mechanical… (more)

Subjects/Keywords: compression of sand; computed tomography; failure modes of sand; industrial x-ray ct; synchrotron tomography; x-ray imaging

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APA (6th Edition):

Bari, P. (2010). X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9892

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

Chicago Manual of Style (16th Edition):

Bari, Praful. “X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression.” 2010. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/9892.

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

MLA Handbook (7th Edition):

Bari, Praful. “X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression.” 2010. Web. 25 Aug 2019.

Vancouver:

Bari P. X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/9892.

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

Council of Science Editors:

Bari P. X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/9892

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


Oklahoma State University

3. Abbaszadeh, Ali. Structural Assessment of a Novel Carpet Composite Material.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 Noise pollution caused by vehicles has always been a concern to the communities in the vicinity of highways and busy roadways. The carpet composite material… (more)

Subjects/Keywords: carpet composite; epoxy; flexural behavior; recycled carpet; soundwall

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APA (6th Edition):

Abbaszadeh, A. (2012). Structural Assessment of a Novel Carpet Composite Material. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10097

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

Chicago Manual of Style (16th Edition):

Abbaszadeh, Ali. “Structural Assessment of a Novel Carpet Composite Material.” 2012. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10097.

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

MLA Handbook (7th Edition):

Abbaszadeh, Ali. “Structural Assessment of a Novel Carpet Composite Material.” 2012. Web. 25 Aug 2019.

Vancouver:

Abbaszadeh A. Structural Assessment of a Novel Carpet Composite Material. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10097.

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

Council of Science Editors:

Abbaszadeh A. Structural Assessment of a Novel Carpet Composite Material. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10097

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


Oklahoma State University

4. Abdulkareem, Basil. Optimization of Aggregate Gradation & Concrete Maturity.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 The goal of this study is to provide a mixture design that needs a minimum amount of cement content for pavement concrete. The reduction in… (more)

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APA (6th Edition):

Abdulkareem, B. (2012). Optimization of Aggregate Gradation & Concrete Maturity. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10098

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

Chicago Manual of Style (16th Edition):

Abdulkareem, Basil. “Optimization of Aggregate Gradation & Concrete Maturity.” 2012. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10098.

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

MLA Handbook (7th Edition):

Abdulkareem, Basil. “Optimization of Aggregate Gradation & Concrete Maturity.” 2012. Web. 25 Aug 2019.

Vancouver:

Abdulkareem B. Optimization of Aggregate Gradation & Concrete Maturity. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10098.

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

Council of Science Editors:

Abdulkareem B. Optimization of Aggregate Gradation & Concrete Maturity. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10098

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


Oklahoma State University

5. Asfaw, Natnael Tilahun. Laboratory Performance Evaluation of SMA in Oklahoma.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 The objective of this study is to determine if SMA mixtures have better rutting performance than S-4 mixes made with the same PG grade of… (more)

Subjects/Keywords: performance of sma; sma vs s-4

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APA (6th Edition):

Asfaw, N. T. (2011). Laboratory Performance Evaluation of SMA in Oklahoma. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10102

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

Chicago Manual of Style (16th Edition):

Asfaw, Natnael Tilahun. “Laboratory Performance Evaluation of SMA in Oklahoma.” 2011. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10102.

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

MLA Handbook (7th Edition):

Asfaw, Natnael Tilahun. “Laboratory Performance Evaluation of SMA in Oklahoma.” 2011. Web. 25 Aug 2019.

Vancouver:

Asfaw NT. Laboratory Performance Evaluation of SMA in Oklahoma. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10102.

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

Council of Science Editors:

Asfaw NT. Laboratory Performance Evaluation of SMA in Oklahoma. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10102

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


Oklahoma State University

6. Frazier, Robert Mabrey. Response of Entrained Air-Void Systems in Cement Paste to Pressure.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 Determine the response of entrained air-void systems in fresh cement paste to applied pressures by utilizing micro-computed tomography. Compare results to those suggested by the… (more)

Subjects/Keywords: cement; concrete; entrained air; pressure meter

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APA (6th Edition):

Frazier, R. M. (2011). Response of Entrained Air-Void Systems in Cement Paste to Pressure. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10121

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

Chicago Manual of Style (16th Edition):

Frazier, Robert Mabrey. “Response of Entrained Air-Void Systems in Cement Paste to Pressure.” 2011. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10121.

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

MLA Handbook (7th Edition):

Frazier, Robert Mabrey. “Response of Entrained Air-Void Systems in Cement Paste to Pressure.” 2011. Web. 25 Aug 2019.

Vancouver:

Frazier RM. Response of Entrained Air-Void Systems in Cement Paste to Pressure. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10121.

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

Council of Science Editors:

Frazier RM. Response of Entrained Air-Void Systems in Cement Paste to Pressure. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10121

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


Oklahoma State University

7. Freeman, John Michael. Stability and Quality of Air Void Systems in Concretes with Superplasticizers.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 This study examines the effects of combining different polycarboxylate superplasticizers with different air entraining agents in modern concrete. A novel testing method was invented for… (more)

Subjects/Keywords: air entrain; durability; freeze; polycarboxylates; superplasticizers; thaw

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APA (6th Edition):

Freeman, J. M. (2012). Stability and Quality of Air Void Systems in Concretes with Superplasticizers. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10122

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

Chicago Manual of Style (16th Edition):

Freeman, John Michael. “Stability and Quality of Air Void Systems in Concretes with Superplasticizers.” 2012. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10122.

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

MLA Handbook (7th Edition):

Freeman, John Michael. “Stability and Quality of Air Void Systems in Concretes with Superplasticizers.” 2012. Web. 25 Aug 2019.

Vancouver:

Freeman JM. Stability and Quality of Air Void Systems in Concretes with Superplasticizers. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10122.

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

Council of Science Editors:

Freeman JM. Stability and Quality of Air Void Systems in Concretes with Superplasticizers. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10122

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


Oklahoma State University

8. Hu, Qinang. STM Design of Simply Supported Beams with Minimum Strain Energy.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 In STM design, minimum strain energy is recommended for choosing one model from all possibilities. In a simply supported beam with single load design case,… (more)

Subjects/Keywords: minimum strain energy; simply supported beam; strut-and-tie model

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APA (6th Edition):

Hu, Q. (2011). STM Design of Simply Supported Beams with Minimum Strain Energy. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10129

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

Chicago Manual of Style (16th Edition):

Hu, Qinang. “STM Design of Simply Supported Beams with Minimum Strain Energy.” 2011. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10129.

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

MLA Handbook (7th Edition):

Hu, Qinang. “STM Design of Simply Supported Beams with Minimum Strain Energy.” 2011. Web. 25 Aug 2019.

Vancouver:

Hu Q. STM Design of Simply Supported Beams with Minimum Strain Energy. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10129.

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

Council of Science Editors:

Hu Q. STM Design of Simply Supported Beams with Minimum Strain Energy. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10129

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


Oklahoma State University

9. Patil, Siddharth Ramchandra. Development of Precast Bridge Deck Overhang System.

Degree: School of Civil & Environmental Engineering, 2009, Oklahoma State University

 Almost 24% of the bridges nationwide are structurally deficient or functionally obsolete, this situation demands for new and innovative method for bridge repair and construction… (more)

Subjects/Keywords: bridge deck panel; bridge overhang; haunch; precast; prestressed

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APA (6th Edition):

Patil, S. R. (2009). Development of Precast Bridge Deck Overhang System. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10155

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

Chicago Manual of Style (16th Edition):

Patil, Siddharth Ramchandra. “Development of Precast Bridge Deck Overhang System.” 2009. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/10155.

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

MLA Handbook (7th Edition):

Patil, Siddharth Ramchandra. “Development of Precast Bridge Deck Overhang System.” 2009. Web. 25 Aug 2019.

Vancouver:

Patil SR. Development of Precast Bridge Deck Overhang System. [Internet] [Thesis]. Oklahoma State University; 2009. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/10155.

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

Council of Science Editors:

Patil SR. Development of Precast Bridge Deck Overhang System. [Thesis]. Oklahoma State University; 2009. Available from: http://hdl.handle.net/11244/10155

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


Oklahoma State University

10. Cook, Marllon Daniel. Optimized Graded Concrete For Slip Formed Paving.

Degree: Civil & Environmental Engineering, 2013, Oklahoma State University

 A study was conducted into the proportioning and gradation of concrete aggregates to reduce the paste volume of a mixture for the sole purpose of… (more)

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APA (6th Edition):

Cook, M. D. (2013). Optimized Graded Concrete For Slip Formed Paving. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/11077

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

Chicago Manual of Style (16th Edition):

Cook, Marllon Daniel. “Optimized Graded Concrete For Slip Formed Paving.” 2013. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/11077.

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

MLA Handbook (7th Edition):

Cook, Marllon Daniel. “Optimized Graded Concrete For Slip Formed Paving.” 2013. Web. 25 Aug 2019.

Vancouver:

Cook MD. Optimized Graded Concrete For Slip Formed Paving. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/11077.

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

Council of Science Editors:

Cook MD. Optimized Graded Concrete For Slip Formed Paving. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/11077

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


Oklahoma State University

11. Ghaeezadeh, Ashkan. Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma.

Degree: Civil Engineering, 2014, Oklahoma State University

 This research is a part of a larger project that emphasizes on creating a more scientific approach to designing concrete mixtures for concrete pavements that… (more)

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APA (6th Edition):

Ghaeezadeh, A. (2014). Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25618

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

Chicago Manual of Style (16th Edition):

Ghaeezadeh, Ashkan. “Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma.” 2014. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/25618.

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

MLA Handbook (7th Edition):

Ghaeezadeh, Ashkan. “Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma.” 2014. Web. 25 Aug 2019.

Vancouver:

Ghaeezadeh A. Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/25618.

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

Council of Science Editors:

Ghaeezadeh A. Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25618

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


Oklahoma State University

12. Lou, Junxiang. Evaluation of Traffic Input Levels for Pavement Me Design.

Degree: Civil Engineering, 2014, Oklahoma State University

 Traffic loads are one of the key data elements required for the design and analysis of pavement structures. The MEPDG requires full axle-load spectrum mainly… (more)

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APA (6th Edition):

Lou, J. (2014). Evaluation of Traffic Input Levels for Pavement Me Design. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25675

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

Chicago Manual of Style (16th Edition):

Lou, Junxiang. “Evaluation of Traffic Input Levels for Pavement Me Design.” 2014. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/25675.

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

MLA Handbook (7th Edition):

Lou, Junxiang. “Evaluation of Traffic Input Levels for Pavement Me Design.” 2014. Web. 25 Aug 2019.

Vancouver:

Lou J. Evaluation of Traffic Input Levels for Pavement Me Design. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/25675.

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

Council of Science Editors:

Lou J. Evaluation of Traffic Input Levels for Pavement Me Design. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25675

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


Oklahoma State University

13. Alizadeh-Bazazi, Shadi. Thermal Analysis of Polymers Adsorbed on Silica and the Functionalized Mesoporous Silica and Its Application to the Adsorption of Volatile Organic Compounds.

Degree: Chemistry, 2015, Oklahoma State University

 The thermal behavior of adsorbed poly(vinyl acetate) (PVAc) on silica was determined using temperature-modulated differential scanning calorimetry (TMDSC). PVAc samples with different molecular masses (260,… (more)

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APA (6th Edition):

Alizadeh-Bazazi, S. (2015). Thermal Analysis of Polymers Adsorbed on Silica and the Functionalized Mesoporous Silica and Its Application to the Adsorption of Volatile Organic Compounds. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/45225

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

Chicago Manual of Style (16th Edition):

Alizadeh-Bazazi, Shadi. “Thermal Analysis of Polymers Adsorbed on Silica and the Functionalized Mesoporous Silica and Its Application to the Adsorption of Volatile Organic Compounds.” 2015. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/45225.

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

MLA Handbook (7th Edition):

Alizadeh-Bazazi, Shadi. “Thermal Analysis of Polymers Adsorbed on Silica and the Functionalized Mesoporous Silica and Its Application to the Adsorption of Volatile Organic Compounds.” 2015. Web. 25 Aug 2019.

Vancouver:

Alizadeh-Bazazi S. Thermal Analysis of Polymers Adsorbed on Silica and the Functionalized Mesoporous Silica and Its Application to the Adsorption of Volatile Organic Compounds. [Internet] [Thesis]. Oklahoma State University; 2015. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/45225.

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

Council of Science Editors:

Alizadeh-Bazazi S. Thermal Analysis of Polymers Adsorbed on Silica and the Functionalized Mesoporous Silica and Its Application to the Adsorption of Volatile Organic Compounds. [Thesis]. Oklahoma State University; 2015. Available from: http://hdl.handle.net/11244/45225

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

14. Abdelmeguid, Ibrahim Sabri. Shrinkage Induced Deformations in Composite Steel and Concrete Bridges.

Degree: Civil Engineering, 2015, Oklahoma State University

 Concrete decks cast on steel bridge girders experience volume change beginning immediately after taking initial set. Volume changes in concrete result from temperature changes, creep… (more)

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APA (6th Edition):

Abdelmeguid, I. S. (2015). Shrinkage Induced Deformations in Composite Steel and Concrete Bridges. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/45127

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

Chicago Manual of Style (16th Edition):

Abdelmeguid, Ibrahim Sabri. “Shrinkage Induced Deformations in Composite Steel and Concrete Bridges.” 2015. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/45127.

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

MLA Handbook (7th Edition):

Abdelmeguid, Ibrahim Sabri. “Shrinkage Induced Deformations in Composite Steel and Concrete Bridges.” 2015. Web. 25 Aug 2019.

Vancouver:

Abdelmeguid IS. Shrinkage Induced Deformations in Composite Steel and Concrete Bridges. [Internet] [Thesis]. Oklahoma State University; 2015. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/45127.

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

Council of Science Editors:

Abdelmeguid IS. Shrinkage Induced Deformations in Composite Steel and Concrete Bridges. [Thesis]. Oklahoma State University; 2015. Available from: http://hdl.handle.net/11244/45127

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

15. Jaaf, Hyman Jafar. Effect of Cold Galvanizing Zinc Coating as a Cathodic Protection on Corrosion Rate and Bond Strength of Reinforced Concrete.

Degree: School of Chemical Engineering, 2012, Oklahoma State University

 This study focuses on the corrosion rate of steel in reinforced concrete and its effect on the steel rebar physical properties: Rockwell hardness, Vickers hardness,… (more)

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APA (6th Edition):

Jaaf, H. J. (2012). Effect of Cold Galvanizing Zinc Coating as a Cathodic Protection on Corrosion Rate and Bond Strength of Reinforced Concrete. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9636

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

Chicago Manual of Style (16th Edition):

Jaaf, Hyman Jafar. “Effect of Cold Galvanizing Zinc Coating as a Cathodic Protection on Corrosion Rate and Bond Strength of Reinforced Concrete.” 2012. Thesis, Oklahoma State University. Accessed August 25, 2019. http://hdl.handle.net/11244/9636.

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

MLA Handbook (7th Edition):

Jaaf, Hyman Jafar. “Effect of Cold Galvanizing Zinc Coating as a Cathodic Protection on Corrosion Rate and Bond Strength of Reinforced Concrete.” 2012. Web. 25 Aug 2019.

Vancouver:

Jaaf HJ. Effect of Cold Galvanizing Zinc Coating as a Cathodic Protection on Corrosion Rate and Bond Strength of Reinforced Concrete. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11244/9636.

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

Council of Science Editors:

Jaaf HJ. Effect of Cold Galvanizing Zinc Coating as a Cathodic Protection on Corrosion Rate and Bond Strength of Reinforced Concrete. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/9636

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

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