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You searched for +publisher:"Oklahoma State University" +contributor:("Bulut, Rifat"). Showing records 1 – 26 of 26 total matches.

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Oklahoma State University

1. Mantri, Sruthi. Determination of Moisture Diffusion Coefficient at Low Suctions Using Thermal Conductivity Sensors.

Degree: Civil Engineering, 2014, Oklahoma State University

 The main aim of this research is to determine the drying and wetting moisture coefficients in unsaturated soils at low suctions using thermal conductivity sensors.… (more)

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

APA (6th Edition):

Mantri, S. (2014). Determination of Moisture Diffusion Coefficient at Low Suctions Using Thermal Conductivity Sensors. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25680

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):

Mantri, Sruthi. “Determination of Moisture Diffusion Coefficient at Low Suctions Using Thermal Conductivity Sensors.” 2014. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/25680.

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

MLA Handbook (7th Edition):

Mantri, Sruthi. “Determination of Moisture Diffusion Coefficient at Low Suctions Using Thermal Conductivity Sensors.” 2014. Web. 22 Jul 2019.

Vancouver:

Mantri S. Determination of Moisture Diffusion Coefficient at Low Suctions Using Thermal Conductivity Sensors. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/25680.

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

Council of Science Editors:

Mantri S. Determination of Moisture Diffusion Coefficient at Low Suctions Using Thermal Conductivity Sensors. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25680

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


Oklahoma State University

2. Al-Dakheeli, Hussein. Hydro-mechanical Analysis of Shrinkage and Shrinkage Cracking Due to Environmental Loads on Saturated to Unsaturated Expansive Soils.

Degree: Civil Engineering, 2016, Oklahoma State University

 The volumetric strain of expansive soils due to the change of water content has a significant importance in geotechnical and geoenvironmental engineering. The volumetric strain… (more)

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APA (6th Edition):

Al-Dakheeli, H. (2016). Hydro-mechanical Analysis of Shrinkage and Shrinkage Cracking Due to Environmental Loads on Saturated to Unsaturated Expansive Soils. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300313

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):

Al-Dakheeli, Hussein. “Hydro-mechanical Analysis of Shrinkage and Shrinkage Cracking Due to Environmental Loads on Saturated to Unsaturated Expansive Soils.” 2016. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/300313.

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

MLA Handbook (7th Edition):

Al-Dakheeli, Hussein. “Hydro-mechanical Analysis of Shrinkage and Shrinkage Cracking Due to Environmental Loads on Saturated to Unsaturated Expansive Soils.” 2016. Web. 22 Jul 2019.

Vancouver:

Al-Dakheeli H. Hydro-mechanical Analysis of Shrinkage and Shrinkage Cracking Due to Environmental Loads on Saturated to Unsaturated Expansive Soils. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/300313.

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

Council of Science Editors:

Al-Dakheeli H. Hydro-mechanical Analysis of Shrinkage and Shrinkage Cracking Due to Environmental Loads on Saturated to Unsaturated Expansive Soils. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/300313

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


Oklahoma State University

3. Gebretsadik, Saba Million. Interaction of Water with Filter Paper Cellulose/fiber Structure in Soil Suction Measurements.

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

 The filter paper technique of soil suction measurement is evaluated in this research. The main objective of this study is to evaluate the interaction between… (more)

Subjects/Keywords: calibration curve; filter paper method; filter paper-water interaciton; soil suction measurement

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APA (6th Edition):

Gebretsadik, S. M. (2013). Interaction of Water with Filter Paper Cellulose/fiber Structure in Soil Suction Measurements. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/14846

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):

Gebretsadik, Saba Million. “Interaction of Water with Filter Paper Cellulose/fiber Structure in Soil Suction Measurements.” 2013. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/14846.

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

MLA Handbook (7th Edition):

Gebretsadik, Saba Million. “Interaction of Water with Filter Paper Cellulose/fiber Structure in Soil Suction Measurements.” 2013. Web. 22 Jul 2019.

Vancouver:

Gebretsadik SM. Interaction of Water with Filter Paper Cellulose/fiber Structure in Soil Suction Measurements. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/14846.

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

Council of Science Editors:

Gebretsadik SM. Interaction of Water with Filter Paper Cellulose/fiber Structure in Soil Suction Measurements. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/14846

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


Oklahoma State University

4. Felice, Rachel Gayle. Laboratory Investigations of the Mechanisms of Groundwater Seepage Erosion and Piping in Cohesive Soils.

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

 Seepage and soil piping are two mechanisms that can cause streambank erosion and failure. Groundwater seepage can cause erosion either by undercutting or "pop-out" failure.… (more)

Subjects/Keywords: failure; internal erosion; piping; seepage; soil erodibility; streambank stability

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APA (6th Edition):

Felice, R. G. (2012). Laboratory Investigations of the Mechanisms of Groundwater Seepage Erosion and Piping in Cohesive Soils. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10119

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):

Felice, Rachel Gayle. “Laboratory Investigations of the Mechanisms of Groundwater Seepage Erosion and Piping in Cohesive Soils.” 2012. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10119.

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

MLA Handbook (7th Edition):

Felice, Rachel Gayle. “Laboratory Investigations of the Mechanisms of Groundwater Seepage Erosion and Piping in Cohesive Soils.” 2012. Web. 22 Jul 2019.

Vancouver:

Felice RG. Laboratory Investigations of the Mechanisms of Groundwater Seepage Erosion and Piping in Cohesive Soils. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10119.

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

Council of Science Editors:

Felice RG. Laboratory Investigations of the Mechanisms of Groundwater Seepage Erosion and Piping in Cohesive Soils. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10119

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


Oklahoma State University

5. Gebretsadik, Saba Million. Interaction of Water with Filter Paper Cellulose/Fiber Structure in Soil Suction Measurements.

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

 The filter paper technique of soil suction measurement is evaluated in this research. The main objective of this study is to evaluate the interaction between… (more)

Subjects/Keywords: calibration curve; filter paper method; filter paper-water interaciton; soil suction measurement

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

APA (6th Edition):

Gebretsadik, S. M. (2013). Interaction of Water with Filter Paper Cellulose/Fiber Structure in Soil Suction Measurements. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/11205

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):

Gebretsadik, Saba Million. “Interaction of Water with Filter Paper Cellulose/Fiber Structure in Soil Suction Measurements.” 2013. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/11205.

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

MLA Handbook (7th Edition):

Gebretsadik, Saba Million. “Interaction of Water with Filter Paper Cellulose/Fiber Structure in Soil Suction Measurements.” 2013. Web. 22 Jul 2019.

Vancouver:

Gebretsadik SM. Interaction of Water with Filter Paper Cellulose/Fiber Structure in Soil Suction Measurements. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/11205.

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

Council of Science Editors:

Gebretsadik SM. Interaction of Water with Filter Paper Cellulose/Fiber Structure in Soil Suction Measurements. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/11205

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


Oklahoma State University

6. Tian, Yi. Predicting Unsaturated Soil Moisture Diffusivity Coefficient Using Slope of Swcc and Saturated Permeability Coefficient.

Degree: Civil Engineering, 2014, Oklahoma State University

 The diffusion coefficient is a crucial parameter which is used to evaluate the moisture movement in unsaturated soils. The diffusion coefficient can be measured in… (more)

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APA (6th Edition):

Tian, Y. (2014). Predicting Unsaturated Soil Moisture Diffusivity Coefficient Using Slope of Swcc and Saturated Permeability Coefficient. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25723

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):

Tian, Yi. “Predicting Unsaturated Soil Moisture Diffusivity Coefficient Using Slope of Swcc and Saturated Permeability Coefficient.” 2014. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/25723.

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

MLA Handbook (7th Edition):

Tian, Yi. “Predicting Unsaturated Soil Moisture Diffusivity Coefficient Using Slope of Swcc and Saturated Permeability Coefficient.” 2014. Web. 22 Jul 2019.

Vancouver:

Tian Y. Predicting Unsaturated Soil Moisture Diffusivity Coefficient Using Slope of Swcc and Saturated Permeability Coefficient. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/25723.

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

Council of Science Editors:

Tian Y. Predicting Unsaturated Soil Moisture Diffusivity Coefficient Using Slope of Swcc and Saturated Permeability Coefficient. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25723

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


Oklahoma State University

7. Annamraju, Spandana. Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil.

Degree: Civil Engineering, 2014, Oklahoma State University

 The primary objective of this research is to study the permanent deformation behavior of a granular soil. The permanent deformation behavior of granular soils is… (more)

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APA (6th Edition):

Annamraju, S. (2014). Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/33388

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):

Annamraju, Spandana. “Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil.” 2014. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/33388.

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

MLA Handbook (7th Edition):

Annamraju, Spandana. “Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil.” 2014. Web. 22 Jul 2019.

Vancouver:

Annamraju S. Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/33388.

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

Council of Science Editors:

Annamraju S. Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/33388

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


Oklahoma State University

8. Thite, Siddharth Shekhar. Evaluation and Comparison of Various Methods for Determining Suction Compression Index for Oklahoma Soils.

Degree: Civil Engineering, 2015, Oklahoma State University

 Suction Compression Index (?h) is an important parameter in characterizing expansive soils and predicting their volume change (shrinking and swelling) behavior. There are various methods… (more)

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APA (6th Edition):

Thite, S. S. (2015). Evaluation and Comparison of Various Methods for Determining Suction Compression Index for Oklahoma Soils. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/45212

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):

Thite, Siddharth Shekhar. “Evaluation and Comparison of Various Methods for Determining Suction Compression Index for Oklahoma Soils.” 2015. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/45212.

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

MLA Handbook (7th Edition):

Thite, Siddharth Shekhar. “Evaluation and Comparison of Various Methods for Determining Suction Compression Index for Oklahoma Soils.” 2015. Web. 22 Jul 2019.

Vancouver:

Thite SS. Evaluation and Comparison of Various Methods for Determining Suction Compression Index for Oklahoma Soils. [Internet] [Thesis]. Oklahoma State University; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/45212.

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

Council of Science Editors:

Thite SS. Evaluation and Comparison of Various Methods for Determining Suction Compression Index for Oklahoma Soils. [Thesis]. Oklahoma State University; 2015. Available from: http://hdl.handle.net/11244/45212

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


Oklahoma State University

9. Thoroppady Kittu, Anjana. Surface Energy Characteristics of Granite and Limestone Aggregates with Respect to 2d and 3d Surface Roughness Measurements.

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

 Surface energy properties of aggregates and asphalt binders can be used to select appropriate aggregate and asphalt binder combinations for the construction of moisture durable… (more)

Subjects/Keywords: aggregates; granite; limestone; sessile drop device; surface energy; surface roughness

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APA (6th Edition):

Thoroppady Kittu, A. (2013). Surface Energy Characteristics of Granite and Limestone Aggregates with Respect to 2d and 3d Surface Roughness Measurements. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/15147

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):

Thoroppady Kittu, Anjana. “Surface Energy Characteristics of Granite and Limestone Aggregates with Respect to 2d and 3d Surface Roughness Measurements.” 2013. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/15147.

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

MLA Handbook (7th Edition):

Thoroppady Kittu, Anjana. “Surface Energy Characteristics of Granite and Limestone Aggregates with Respect to 2d and 3d Surface Roughness Measurements.” 2013. Web. 22 Jul 2019.

Vancouver:

Thoroppady Kittu A. Surface Energy Characteristics of Granite and Limestone Aggregates with Respect to 2d and 3d Surface Roughness Measurements. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/15147.

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

Council of Science Editors:

Thoroppady Kittu A. Surface Energy Characteristics of Granite and Limestone Aggregates with Respect to 2d and 3d Surface Roughness Measurements. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/15147

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


Oklahoma State University

10. Khanal, Anish. Comparative Study of Erodibility Models and Investigation of Influential Factors in Estimation of Their Parameters from Laboratory Mini-jets.

Degree: Biosystems & Agricultural Engineering, 2016, Oklahoma State University

 Modeling and predicting detachment of cohesive particles and consequently erosion of cohesive soil mass remains an unconquered problem. The linear excess shear stress model and… (more)

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APA (6th Edition):

Khanal, A. (2016). Comparative Study of Erodibility Models and Investigation of Influential Factors in Estimation of Their Parameters from Laboratory Mini-jets. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/48828

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):

Khanal, Anish. “Comparative Study of Erodibility Models and Investigation of Influential Factors in Estimation of Their Parameters from Laboratory Mini-jets.” 2016. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/48828.

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

MLA Handbook (7th Edition):

Khanal, Anish. “Comparative Study of Erodibility Models and Investigation of Influential Factors in Estimation of Their Parameters from Laboratory Mini-jets.” 2016. Web. 22 Jul 2019.

Vancouver:

Khanal A. Comparative Study of Erodibility Models and Investigation of Influential Factors in Estimation of Their Parameters from Laboratory Mini-jets. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/48828.

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

Council of Science Editors:

Khanal A. Comparative Study of Erodibility Models and Investigation of Influential Factors in Estimation of Their Parameters from Laboratory Mini-jets. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/48828

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


Oklahoma State University

11. Aryal, Nirajan. Environmental, Performance and Life Cycle Cost Analysis of Three Maintenance Techniques of Asphalt Pavements.

Degree: School of Civil & Environmental Engineering, 2010, Oklahoma State University

 Environmental, performance and life cycle cost analysis of maintenance techniques of asphalt pavements were done. Environmental effects of those techniques were evaluated using PaLATE. A… (more)

Subjects/Keywords: cold-in-place recycling; lcca; maintenance techniques; palate; pavement; pci

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APA (6th Edition):

Aryal, N. (2010). Environmental, Performance and Life Cycle Cost Analysis of Three Maintenance Techniques of Asphalt Pavements. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10101

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):

Aryal, Nirajan. “Environmental, Performance and Life Cycle Cost Analysis of Three Maintenance Techniques of Asphalt Pavements.” 2010. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10101.

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

MLA Handbook (7th Edition):

Aryal, Nirajan. “Environmental, Performance and Life Cycle Cost Analysis of Three Maintenance Techniques of Asphalt Pavements.” 2010. Web. 22 Jul 2019.

Vancouver:

Aryal N. Environmental, Performance and Life Cycle Cost Analysis of Three Maintenance Techniques of Asphalt Pavements. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10101.

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

Council of Science Editors:

Aryal N. Environmental, Performance and Life Cycle Cost Analysis of Three Maintenance Techniques of Asphalt Pavements. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/10101

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


Oklahoma State University

12. Baryun, Azmi Nuri. Correlation of Fully Softened Shear Strength of Clay Soil with Index Properties - Phase I.

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

 Shallow slope failure is one of the huge problems in the geotechnical engineering projects. These failures can cost millions of dollars every year. These failures… (more)

Subjects/Keywords: fully softened strength; index properties; lean clay and fat clay; normally consolidation; overconsolidation; peak strength

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APA (6th Edition):

Baryun, A. N. (2011). Correlation of Fully Softened Shear Strength of Clay Soil with Index Properties - Phase I. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10105

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):

Baryun, Azmi Nuri. “Correlation of Fully Softened Shear Strength of Clay Soil with Index Properties - Phase I.” 2011. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10105.

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

MLA Handbook (7th Edition):

Baryun, Azmi Nuri. “Correlation of Fully Softened Shear Strength of Clay Soil with Index Properties - Phase I.” 2011. Web. 22 Jul 2019.

Vancouver:

Baryun AN. Correlation of Fully Softened Shear Strength of Clay Soil with Index Properties - Phase I. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10105.

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

Council of Science Editors:

Baryun AN. Correlation of Fully Softened Shear Strength of Clay Soil with Index Properties - Phase I. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10105

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


Oklahoma State University

13. 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 July 22, 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. 22 Jul 2019.

Vancouver:

Frazier RM. Response of Entrained Air-Void Systems in Cement Paste to Pressure. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Jul 22]. 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

14. Mabirizi, Daniel Busulwa. Wetting and Drying Unsaturated Soil Diffusivity Measurements in Laboratory.

Degree: School of Civil & Environmental Engineering, 2010, Oklahoma State University

 The purpose of this research study was to develop an improved and unified testing protocol for measuring both the drying (evaporation) and wetting (soaking) diffusion… (more)

Subjects/Keywords: diffusion coefficients; drying; mitchell; moisture; unsaturated soil; wetting

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APA (6th Edition):

Mabirizi, D. B. (2010). Wetting and Drying Unsaturated Soil Diffusivity Measurements in Laboratory. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10144

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):

Mabirizi, Daniel Busulwa. “Wetting and Drying Unsaturated Soil Diffusivity Measurements in Laboratory.” 2010. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10144.

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

MLA Handbook (7th Edition):

Mabirizi, Daniel Busulwa. “Wetting and Drying Unsaturated Soil Diffusivity Measurements in Laboratory.” 2010. Web. 22 Jul 2019.

Vancouver:

Mabirizi DB. Wetting and Drying Unsaturated Soil Diffusivity Measurements in Laboratory. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10144.

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

Council of Science Editors:

Mabirizi DB. Wetting and Drying Unsaturated Soil Diffusivity Measurements in Laboratory. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/10144

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


Oklahoma State University

15. Koc, Murat. Development of Testing Protocols for Direct Measurements of Contact Angles on Aggregate and Asphalt Binder Surfaces Using a Sessile Drop Device.

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

 Over the last several decades, the contact angle measurements have attained an increased popularity in several industries such as mining, petroleum, painting, coating, medicine, and… (more)

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APA (6th Edition):

Koc, M. (2013). Development of Testing Protocols for Direct Measurements of Contact Angles on Aggregate and Asphalt Binder Surfaces Using a Sessile Drop Device. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/11099

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):

Koc, Murat. “Development of Testing Protocols for Direct Measurements of Contact Angles on Aggregate and Asphalt Binder Surfaces Using a Sessile Drop Device.” 2013. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/11099.

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

MLA Handbook (7th Edition):

Koc, Murat. “Development of Testing Protocols for Direct Measurements of Contact Angles on Aggregate and Asphalt Binder Surfaces Using a Sessile Drop Device.” 2013. Web. 22 Jul 2019.

Vancouver:

Koc M. Development of Testing Protocols for Direct Measurements of Contact Angles on Aggregate and Asphalt Binder Surfaces Using a Sessile Drop Device. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/11099.

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

Council of Science Editors:

Koc M. Development of Testing Protocols for Direct Measurements of Contact Angles on Aggregate and Asphalt Binder Surfaces Using a Sessile Drop Device. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/11099

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


Oklahoma State University

16. Daly, Erin. Quantifying Fluvial Resistance of Streambanks Using Jet Erosion Tests.

Degree: Biosystems & Agricultural Engineering, 2014, Oklahoma State University

 The United States has over forty-thousand impaired water bodies with sediment listed as one of the top five causes of impairment. Recent research has found… (more)

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APA (6th Edition):

Daly, E. (2014). Quantifying Fluvial Resistance of Streambanks Using Jet Erosion Tests. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25645

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):

Daly, Erin. “Quantifying Fluvial Resistance of Streambanks Using Jet Erosion Tests.” 2014. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/25645.

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

MLA Handbook (7th Edition):

Daly, Erin. “Quantifying Fluvial Resistance of Streambanks Using Jet Erosion Tests.” 2014. Web. 22 Jul 2019.

Vancouver:

Daly E. Quantifying Fluvial Resistance of Streambanks Using Jet Erosion Tests. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/25645.

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

Council of Science Editors:

Daly E. Quantifying Fluvial Resistance of Streambanks Using Jet Erosion Tests. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25645

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


Oklahoma State University

17. Poudyal, Roman. Thermal-mechanical Behavior of a Multiple-loop Geothermal Heat Exchanger Pile.

Degree: Civil Engineering, 2014, Oklahoma State University

 Geothermal heat exchanger pile (GHX-pile) is an innovative technique of utilizing heat energy stored in the Earth. However, the technique lacks standard design guidelines considering… (more)

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APA (6th Edition):

Poudyal, R. (2014). Thermal-mechanical Behavior of a Multiple-loop Geothermal Heat Exchanger Pile. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25704

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):

Poudyal, Roman. “Thermal-mechanical Behavior of a Multiple-loop Geothermal Heat Exchanger Pile.” 2014. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/25704.

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

MLA Handbook (7th Edition):

Poudyal, Roman. “Thermal-mechanical Behavior of a Multiple-loop Geothermal Heat Exchanger Pile.” 2014. Web. 22 Jul 2019.

Vancouver:

Poudyal R. Thermal-mechanical Behavior of a Multiple-loop Geothermal Heat Exchanger Pile. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/25704.

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

Council of Science Editors:

Poudyal R. Thermal-mechanical Behavior of a Multiple-loop Geothermal Heat Exchanger Pile. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25704

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


Oklahoma State University

18. Ren, Yao. Wound-on-tension of Winders with Nip Rollers.

Degree: Mechanical & Aerospace Engineering, 2016, Oklahoma State University

 Roll-to-roll (R2R) manufacturing is widely used to create products from traditional web materials such as plastic webs, metal foils, to the recent printed and flexible… (more)

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APA (6th Edition):

Ren, Y. (2016). Wound-on-tension of Winders with Nip Rollers. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300264

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):

Ren, Yao. “Wound-on-tension of Winders with Nip Rollers.” 2016. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/300264.

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

MLA Handbook (7th Edition):

Ren, Yao. “Wound-on-tension of Winders with Nip Rollers.” 2016. Web. 22 Jul 2019.

Vancouver:

Ren Y. Wound-on-tension of Winders with Nip Rollers. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/300264.

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

Council of Science Editors:

Ren Y. Wound-on-tension of Winders with Nip Rollers. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/300264

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

19. Chen, Lizhou. Development of a New Tensile Stress Model for Expansive Soils.

Degree: Civil Engineering, 2015, Oklahoma State University

 The problems associated with drying shrinkage are worldwide, and cause great damage to highways and buildings constructed on expansive soils. Literature review indicates that the… (more)

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APA (6th Edition):

Chen, L. (2015). Development of a New Tensile Stress Model for Expansive Soils. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/45345

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):

Chen, Lizhou. “Development of a New Tensile Stress Model for Expansive Soils.” 2015. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/45345.

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

MLA Handbook (7th Edition):

Chen, Lizhou. “Development of a New Tensile Stress Model for Expansive Soils.” 2015. Web. 22 Jul 2019.

Vancouver:

Chen L. Development of a New Tensile Stress Model for Expansive Soils. [Internet] [Thesis]. Oklahoma State University; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/45345.

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. Development of a New Tensile Stress Model for Expansive Soils. [Thesis]. Oklahoma State University; 2015. Available from: http://hdl.handle.net/11244/45345

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

20. Al-Madhhachi, Abdul-Sahib Taufeeq. Predicting Erodibility of Cohesive Streambeds and Streambanks Due to Fluvial and Seepage Forces.

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

 Scientists and engineers need to predict the erosion rate of cohesive soils due to fluvial and seepage forces. However, currently mechanistic approaches are unavailable for… (more)

Subjects/Keywords: detachment rate model; erodibility of cohesive soil; flume tests; fluvial; jet erosion tests; seepage

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APA (6th Edition):

Al-Madhhachi, A. T. (2012). Predicting Erodibility of Cohesive Streambeds and Streambanks Due to Fluvial and Seepage Forces. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/7831

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):

Al-Madhhachi, Abdul-Sahib Taufeeq. “Predicting Erodibility of Cohesive Streambeds and Streambanks Due to Fluvial and Seepage Forces.” 2012. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/7831.

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

MLA Handbook (7th Edition):

Al-Madhhachi, Abdul-Sahib Taufeeq. “Predicting Erodibility of Cohesive Streambeds and Streambanks Due to Fluvial and Seepage Forces.” 2012. Web. 22 Jul 2019.

Vancouver:

Al-Madhhachi AT. Predicting Erodibility of Cohesive Streambeds and Streambanks Due to Fluvial and Seepage Forces. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/7831.

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

Council of Science Editors:

Al-Madhhachi AT. Predicting Erodibility of Cohesive Streambeds and Streambanks Due to Fluvial and Seepage Forces. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/7831

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


Oklahoma State University

21. Kc, Sumesh. Evaluation of Dynamic Modulus Values of Oklahoma Mixes.

Degree: School of Civil & Environmental Engineering, 2007, Oklahoma State University

 The new mechanistic-empirical pavement design guide (M-EPDG) uses dynamic modulus value (E*) as the material characterization parameters for asphalt mixtures. (E*) is an absolute value… (more)

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APA (6th Edition):

Kc, S. (2007). Evaluation of Dynamic Modulus Values of Oklahoma Mixes. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10136

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):

Kc, Sumesh. “Evaluation of Dynamic Modulus Values of Oklahoma Mixes.” 2007. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10136.

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

MLA Handbook (7th Edition):

Kc, Sumesh. “Evaluation of Dynamic Modulus Values of Oklahoma Mixes.” 2007. Web. 22 Jul 2019.

Vancouver:

Kc S. Evaluation of Dynamic Modulus Values of Oklahoma Mixes. [Internet] [Thesis]. Oklahoma State University; 2007. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10136.

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

Council of Science Editors:

Kc S. Evaluation of Dynamic Modulus Values of Oklahoma Mixes. [Thesis]. Oklahoma State University; 2007. Available from: http://hdl.handle.net/11244/10136

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


Oklahoma State University

22. Pokhrel, Gyanendra. Validation of the Coredry(Tm) and Corereader(Tm) Appratus.

Degree: School of Civil & Environmental Engineering, 2007, Oklahoma State University

 The evaluation of CoreDry�, and CoreReader� apparatus was based on the test results of laboratory prepared ODOT S3, S4 and SMA mixes and field cores… (more)

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APA (6th Edition):

Pokhrel, G. (2007). Validation of the Coredry(Tm) and Corereader(Tm) Appratus. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10157

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):

Pokhrel, Gyanendra. “Validation of the Coredry(Tm) and Corereader(Tm) Appratus.” 2007. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10157.

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

MLA Handbook (7th Edition):

Pokhrel, Gyanendra. “Validation of the Coredry(Tm) and Corereader(Tm) Appratus.” 2007. Web. 22 Jul 2019.

Vancouver:

Pokhrel G. Validation of the Coredry(Tm) and Corereader(Tm) Appratus. [Internet] [Thesis]. Oklahoma State University; 2007. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10157.

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

Council of Science Editors:

Pokhrel G. Validation of the Coredry(Tm) and Corereader(Tm) Appratus. [Thesis]. Oklahoma State University; 2007. Available from: http://hdl.handle.net/11244/10157

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


Oklahoma State University

23. Burman, Reeti R. Performance Assessment of Ongrade Horizontal Directional Drilling Method.

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

 Horizontal Directional Drilling has been widely accepted and used for installing gas, water lines, telecommunication cables, etc. One area where HDD has achieved limited success… (more)

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APA (6th Edition):

Burman, R. R. (2009). Performance Assessment of Ongrade Horizontal Directional Drilling Method. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10113

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):

Burman, Reeti R. “Performance Assessment of Ongrade Horizontal Directional Drilling Method.” 2009. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10113.

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

MLA Handbook (7th Edition):

Burman, Reeti R. “Performance Assessment of Ongrade Horizontal Directional Drilling Method.” 2009. Web. 22 Jul 2019.

Vancouver:

Burman RR. Performance Assessment of Ongrade Horizontal Directional Drilling Method. [Internet] [Thesis]. Oklahoma State University; 2009. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10113.

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

Council of Science Editors:

Burman RR. Performance Assessment of Ongrade Horizontal Directional Drilling Method. [Thesis]. Oklahoma State University; 2009. Available from: http://hdl.handle.net/11244/10113

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


Oklahoma State University

24. Chu-Agor, Ma. Librada. Incorporating Seepage Processes into Bank Stability Analyses.

Degree: Biosystems and Agricultural Engineering, 2009, Oklahoma State University

Bank Stability, Seepage Erosion, Seepage Processes Advisors/Committee Members: Fox, Garey A. (advisor), Brown, Glenn Owen (committee member), Bulut, Rifat (committee member), Smolen, Michael D. (committee member).

Subjects/Keywords: bank stability; seepage erosion; seepage processes

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APA (6th Edition):

Chu-Agor, M. L. (2009). Incorporating Seepage Processes into Bank Stability Analyses. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/6404

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):

Chu-Agor, Ma Librada. “Incorporating Seepage Processes into Bank Stability Analyses.” 2009. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/6404.

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

MLA Handbook (7th Edition):

Chu-Agor, Ma Librada. “Incorporating Seepage Processes into Bank Stability Analyses.” 2009. Web. 22 Jul 2019.

Vancouver:

Chu-Agor ML. Incorporating Seepage Processes into Bank Stability Analyses. [Internet] [Thesis]. Oklahoma State University; 2009. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/6404.

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

Council of Science Editors:

Chu-Agor ML. Incorporating Seepage Processes into Bank Stability Analyses. [Thesis]. Oklahoma State University; 2009. Available from: http://hdl.handle.net/11244/6404

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


Oklahoma State University

25. Bhusal, Sushanta. Laboratory Study of Warm Mix Asphalt for Moisture Damage Potetential and Performances Issues.

Degree: School of Civil & Environmental Engineering, 2008, Oklahoma State University

 A laboratory study was performed to: (a) evaluate the moisture damage potential of WMA (warm mix asphalt); (b) evaluate the dynamic modulus of WMA; and… (more)

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APA (6th Edition):

Bhusal, S. (2008). Laboratory Study of Warm Mix Asphalt for Moisture Damage Potetential and Performances Issues. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10109

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):

Bhusal, Sushanta. “Laboratory Study of Warm Mix Asphalt for Moisture Damage Potetential and Performances Issues.” 2008. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/10109.

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

MLA Handbook (7th Edition):

Bhusal, Sushanta. “Laboratory Study of Warm Mix Asphalt for Moisture Damage Potetential and Performances Issues.” 2008. Web. 22 Jul 2019.

Vancouver:

Bhusal S. Laboratory Study of Warm Mix Asphalt for Moisture Damage Potetential and Performances Issues. [Internet] [Thesis]. Oklahoma State University; 2008. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/10109.

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

Council of Science Editors:

Bhusal S. Laboratory Study of Warm Mix Asphalt for Moisture Damage Potetential and Performances Issues. [Thesis]. Oklahoma State University; 2008. Available from: http://hdl.handle.net/11244/10109

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


Oklahoma State University

26. Mollamahmutoglu, Cagri. 2D Axis-Symmetric Wound Roll Model Including Nip Effects.

Degree: Mechanical & Aerospace Engineering, 2009, Oklahoma State University

 A 2D axis-symmetric wound roll model including nip effects which is based on a pre-stress finite element analysis has been developed. The combined model consists… (more)

Subjects/Keywords: 2d wound roll model; axis-symmetric finite elements; large deformations; nip induced tension; pre-stress formulat

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APA (6th Edition):

Mollamahmutoglu, C. (2009). 2D Axis-Symmetric Wound Roll Model Including Nip Effects. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/7810

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):

Mollamahmutoglu, Cagri. “2D Axis-Symmetric Wound Roll Model Including Nip Effects.” 2009. Thesis, Oklahoma State University. Accessed July 22, 2019. http://hdl.handle.net/11244/7810.

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

MLA Handbook (7th Edition):

Mollamahmutoglu, Cagri. “2D Axis-Symmetric Wound Roll Model Including Nip Effects.” 2009. Web. 22 Jul 2019.

Vancouver:

Mollamahmutoglu C. 2D Axis-Symmetric Wound Roll Model Including Nip Effects. [Internet] [Thesis]. Oklahoma State University; 2009. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11244/7810.

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

Council of Science Editors:

Mollamahmutoglu C. 2D Axis-Symmetric Wound Roll Model Including Nip Effects. [Thesis]. Oklahoma State University; 2009. Available from: http://hdl.handle.net/11244/7810

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

.