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Dept: Civil Engineering

You searched for subject:(Friction Stir Welding FSW ). Showing records 1 – 30 of 44 total matches.

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Virginia Tech

1. Lang, Maria Weisner. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 The composite action of a bridge deck and girder is essential to the optimization of the superstructure. The transfer of forces in the deck to… (more)

Subjects/Keywords: Horizontal Shear; Shear Friction

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APA (6th Edition):

Lang, M. W. (2011). Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35631

Chicago Manual of Style (16th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/35631.

MLA Handbook (7th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Web. 21 Feb 2020.

Vancouver:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/35631.

Council of Science Editors:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/35631


University of Cape Town

2. Lillie, Edwin. Friction equation for uniform flow in channels of large relative roughness.

Degree: Image, Civil Engineering, 1989, University of Cape Town

 This thesis is an experimental investigation of the roughness problem in open channel flow. A literature review is given on the previous research done on… (more)

Subjects/Keywords: Friction; Streamflow

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APA (6th Edition):

Lillie, E. (1989). Friction equation for uniform flow in channels of large relative roughness. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/18793

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):

Lillie, Edwin. “Friction equation for uniform flow in channels of large relative roughness.” 1989. Thesis, University of Cape Town. Accessed February 21, 2020. http://hdl.handle.net/11427/18793.

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

MLA Handbook (7th Edition):

Lillie, Edwin. “Friction equation for uniform flow in channels of large relative roughness.” 1989. Web. 21 Feb 2020.

Vancouver:

Lillie E. Friction equation for uniform flow in channels of large relative roughness. [Internet] [Thesis]. University of Cape Town; 1989. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/11427/18793.

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

Council of Science Editors:

Lillie E. Friction equation for uniform flow in channels of large relative roughness. [Thesis]. University of Cape Town; 1989. Available from: http://hdl.handle.net/11427/18793

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


North Carolina State University

3. Wilkins, James Kevin. The influence of classical and non-classical friction on sliding.

Degree: PhD, Civil Engineering, 2009, North Carolina State University

 This study has identified two types of friction, referred to as non-classical, that are found when dealing with vinyl flooring tiles that are not well… (more)

Subjects/Keywords: fragility; earthquake; hazard; seismic; sliding; friction

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APA (6th Edition):

Wilkins, J. K. (2009). The influence of classical and non-classical friction on sliding. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/3615

Chicago Manual of Style (16th Edition):

Wilkins, James Kevin. “The influence of classical and non-classical friction on sliding.” 2009. Doctoral Dissertation, North Carolina State University. Accessed February 21, 2020. http://www.lib.ncsu.edu/resolver/1840.16/3615.

MLA Handbook (7th Edition):

Wilkins, James Kevin. “The influence of classical and non-classical friction on sliding.” 2009. Web. 21 Feb 2020.

Vancouver:

Wilkins JK. The influence of classical and non-classical friction on sliding. [Internet] [Doctoral dissertation]. North Carolina State University; 2009. [cited 2020 Feb 21]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3615.

Council of Science Editors:

Wilkins JK. The influence of classical and non-classical friction on sliding. [Doctoral Dissertation]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3615


Virginia Tech

4. Kosoglu, Laura Marie. Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces.

Degree: PhD, Civil Engineering, 2011, Virginia Tech

 Clay consolidation has generally been considered from a macro-scale perspective by measuring the macro-scale compression of a clay soil over time. Clay particles in consolidation… (more)

Subjects/Keywords: creep; secondary compression; friction; AFM; clay

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APA (6th Edition):

Kosoglu, L. M. (2011). Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77350

Chicago Manual of Style (16th Edition):

Kosoglu, Laura Marie. “Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces.” 2011. Doctoral Dissertation, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/77350.

MLA Handbook (7th Edition):

Kosoglu, Laura Marie. “Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces.” 2011. Web. 21 Feb 2020.

Vancouver:

Kosoglu LM. Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/77350.

Council of Science Editors:

Kosoglu LM. Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/77350


University of Connecticut

5. Zmetra, Kevin M. The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections.

Degree: MS, Civil Engineering, 2012, University of Connecticut

  Block shear is a complex failure mechanism in bolted and welded steel components such as gusset plates, webs of coped beams, angles and tees.… (more)

Subjects/Keywords: Block Shear; Steel; Friction; Pretension; Eccentricity

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APA (6th Edition):

Zmetra, K. M. (2012). The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/345

Chicago Manual of Style (16th Edition):

Zmetra, Kevin M. “The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections.” 2012. Masters Thesis, University of Connecticut. Accessed February 21, 2020. https://opencommons.uconn.edu/gs_theses/345.

MLA Handbook (7th Edition):

Zmetra, Kevin M. “The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections.” 2012. Web. 21 Feb 2020.

Vancouver:

Zmetra KM. The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections. [Internet] [Masters thesis]. University of Connecticut; 2012. [cited 2020 Feb 21]. Available from: https://opencommons.uconn.edu/gs_theses/345.

Council of Science Editors:

Zmetra KM. The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections. [Masters Thesis]. University of Connecticut; 2012. Available from: https://opencommons.uconn.edu/gs_theses/345


Virginia Tech

6. Gonzalez, Oscar Daniel. Evaluation Of Pavement Surface Friction Seasonal Variations.

Degree: MS, Civil Engineering, 2009, Virginia Tech

 Wet-pavement friction is one of the most important pavement characteristics in relation to highway safety. This property is difficult to measure because it is affected… (more)

Subjects/Keywords: seasonal variations; friction

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APA (6th Edition):

Gonzalez, O. D. (2009). Evaluation Of Pavement Surface Friction Seasonal Variations. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31179

Chicago Manual of Style (16th Edition):

Gonzalez, Oscar Daniel. “Evaluation Of Pavement Surface Friction Seasonal Variations.” 2009. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/31179.

MLA Handbook (7th Edition):

Gonzalez, Oscar Daniel. “Evaluation Of Pavement Surface Friction Seasonal Variations.” 2009. Web. 21 Feb 2020.

Vancouver:

Gonzalez OD. Evaluation Of Pavement Surface Friction Seasonal Variations. [Internet] [Masters thesis]. Virginia Tech; 2009. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/31179.

Council of Science Editors:

Gonzalez OD. Evaluation Of Pavement Surface Friction Seasonal Variations. [Masters Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/31179


Virginia Tech

7. Barrantes-Quiros, Silvia-Maria. Practical Method for Locked-Wheel and CFME Friction Measurement Interconversion.

Degree: MS, Civil Engineering, 2018, Virginia Tech

 Pavement friction have become a characteristic of interest due to its impact on road safety. The demand of the transportation agencies for equipment to measure… (more)

Subjects/Keywords: International Friction Index; harmonization; testing devices

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APA (6th Edition):

Barrantes-Quiros, S. (2018). Practical Method for Locked-Wheel and CFME Friction Measurement Interconversion. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/82057

Chicago Manual of Style (16th Edition):

Barrantes-Quiros, Silvia-Maria. “Practical Method for Locked-Wheel and CFME Friction Measurement Interconversion.” 2018. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/82057.

MLA Handbook (7th Edition):

Barrantes-Quiros, Silvia-Maria. “Practical Method for Locked-Wheel and CFME Friction Measurement Interconversion.” 2018. Web. 21 Feb 2020.

Vancouver:

Barrantes-Quiros S. Practical Method for Locked-Wheel and CFME Friction Measurement Interconversion. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/82057.

Council of Science Editors:

Barrantes-Quiros S. Practical Method for Locked-Wheel and CFME Friction Measurement Interconversion. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/82057


University of Akron

8. Khasawneh, Mohammad Ali. The Development and Verification of a New Accelerated Polishing Machine.

Degree: PhD, Civil Engineering, 2008, University of Akron

  During the entire life cycle of a pavement, highway agencies are expected to monitor and maintain an adequate surface roughness (texture) to facilitate friction(more)

Subjects/Keywords: Civil Engineering; Polishing; Friction; Texture; Temperature; Dynamic Friction Tester; Circular Texture Meter; British Pendulum Tester; and Sand Patch Method

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APA (6th Edition):

Khasawneh, M. A. (2008). The Development and Verification of a New Accelerated Polishing Machine. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821

Chicago Manual of Style (16th Edition):

Khasawneh, Mohammad Ali. “The Development and Verification of a New Accelerated Polishing Machine.” 2008. Doctoral Dissertation, University of Akron. Accessed February 21, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821.

MLA Handbook (7th Edition):

Khasawneh, Mohammad Ali. “The Development and Verification of a New Accelerated Polishing Machine.” 2008. Web. 21 Feb 2020.

Vancouver:

Khasawneh MA. The Development and Verification of a New Accelerated Polishing Machine. [Internet] [Doctoral dissertation]. University of Akron; 2008. [cited 2020 Feb 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821.

Council of Science Editors:

Khasawneh MA. The Development and Verification of a New Accelerated Polishing Machine. [Doctoral Dissertation]. University of Akron; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821


University of Minnesota

9. Kostick, Robert. A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions.

Degree: MS, Civil Engineering, 2015, University of Minnesota

 In recent history the Minnesota Department of Transportation has looked to improve the safety of bridge decks by installing high friction overlays (HFO). A comprehensive… (more)

Subjects/Keywords: Bridge; Cold Climate; Crash Protection; Epoxy; High Friction Overlay; Testing

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APA (6th Edition):

Kostick, R. (2015). A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/174796

Chicago Manual of Style (16th Edition):

Kostick, Robert. “A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions.” 2015. Masters Thesis, University of Minnesota. Accessed February 21, 2020. http://hdl.handle.net/11299/174796.

MLA Handbook (7th Edition):

Kostick, Robert. “A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions.” 2015. Web. 21 Feb 2020.

Vancouver:

Kostick R. A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions. [Internet] [Masters thesis]. University of Minnesota; 2015. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/11299/174796.

Council of Science Editors:

Kostick R. A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions. [Masters Thesis]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/174796


University of Texas – Austin

10. Mimouni, Arielle Simone. Impact of salt-tolerant friction reducers on shale stability and fracture conductivity.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 One of the main challenges of hydraulic fracturing is the reuse of flowback waters. While it alleviates the disposal and treatment costs of these concentrated… (more)

Subjects/Keywords: Hydraulic fracturing; Flowback water reuse; Shale stability; Fracture conductivity; Friction reduction

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APA (6th Edition):

Mimouni, A. S. (2014). Impact of salt-tolerant friction reducers on shale stability and fracture conductivity. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31903

Chicago Manual of Style (16th Edition):

Mimouni, Arielle Simone. “Impact of salt-tolerant friction reducers on shale stability and fracture conductivity.” 2014. Masters Thesis, University of Texas – Austin. Accessed February 21, 2020. http://hdl.handle.net/2152/31903.

MLA Handbook (7th Edition):

Mimouni, Arielle Simone. “Impact of salt-tolerant friction reducers on shale stability and fracture conductivity.” 2014. Web. 21 Feb 2020.

Vancouver:

Mimouni AS. Impact of salt-tolerant friction reducers on shale stability and fracture conductivity. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/2152/31903.

Council of Science Editors:

Mimouni AS. Impact of salt-tolerant friction reducers on shale stability and fracture conductivity. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31903

11. Massey, Joshua Brice. Experimental investigation of shear transfer between concrete interfaces.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 This experimental program was focused on the effect of surface geometry (shear keys) on the transmission of shear forces between concrete cast against a hardened… (more)

Subjects/Keywords: Concrete; Shear; Friction; Interface

…x28;right) ....................................... 2 Figure 2-1: Shear Friction… …developing current design equations. 3 2.2.1 Shear Friction (Birkeland and Birkeland, 1966… …first use of the term “shear friction.” The authors defined a new failure mode in shear as… …in Figure 2-1 (b). Figure 2-1: Shear Friction Hypothesis (From Birkeland… …2.2.2 Modified Shear Friction (Mattock, 1976)11 As a part of long-term study on… 

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APA (6th Edition):

Massey, J. B. (2014). Experimental investigation of shear transfer between concrete interfaces. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/40939

Chicago Manual of Style (16th Edition):

Massey, Joshua Brice. “Experimental investigation of shear transfer between concrete interfaces.” 2014. Masters Thesis, University of Texas – Austin. Accessed February 21, 2020. http://hdl.handle.net/2152/40939.

MLA Handbook (7th Edition):

Massey, Joshua Brice. “Experimental investigation of shear transfer between concrete interfaces.” 2014. Web. 21 Feb 2020.

Vancouver:

Massey JB. Experimental investigation of shear transfer between concrete interfaces. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/2152/40939.

Council of Science Editors:

Massey JB. Experimental investigation of shear transfer between concrete interfaces. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/40939


Virginia Tech

12. Albatal, Ali Hefdhallah Ali. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas.

Degree: PhD, Civil Engineering, 2018, Virginia Tech

 Portable Free Fall Penetrometers (PFFPs) are lightweight tools used for rapid and economic characterization of surficial subaqueous sediments. PFFPs vary in weight, shape and size… (more)

Subjects/Keywords: Free-fall penetrometer; nearshore site investigation; sediment characterization; sand friction angle

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APA (6th Edition):

Albatal, A. H. A. (2018). Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/94608

Chicago Manual of Style (16th Edition):

Albatal, Ali Hefdhallah Ali. “Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas.” 2018. Doctoral Dissertation, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/94608.

MLA Handbook (7th Edition):

Albatal, Ali Hefdhallah Ali. “Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas.” 2018. Web. 21 Feb 2020.

Vancouver:

Albatal AHA. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas. [Internet] [Doctoral dissertation]. Virginia Tech; 2018. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/94608.

Council of Science Editors:

Albatal AHA. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas. [Doctoral Dissertation]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/94608


Virginia Tech

13. Whitescarver, John Penn. The effect of welding heat on the properties of concrete.

Degree: MS, Civil Engineering, 1962, Virginia Tech

Subjects/Keywords: Electric welding.; LD5655.V855 1962.W525

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APA (6th Edition):

Whitescarver, J. P. (1962). The effect of welding heat on the properties of concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42287

Chicago Manual of Style (16th Edition):

Whitescarver, John Penn. “The effect of welding heat on the properties of concrete.” 1962. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/42287.

MLA Handbook (7th Edition):

Whitescarver, John Penn. “The effect of welding heat on the properties of concrete.” 1962. Web. 21 Feb 2020.

Vancouver:

Whitescarver JP. The effect of welding heat on the properties of concrete. [Internet] [Masters thesis]. Virginia Tech; 1962. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/42287.

Council of Science Editors:

Whitescarver JP. The effect of welding heat on the properties of concrete. [Masters Thesis]. Virginia Tech; 1962. Available from: http://hdl.handle.net/10919/42287


Clemson University

14. Repik, Thomas Stephen. Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures.

Degree: MS, Civil Engineering, 2016, Clemson University

 Understanding how the aggregate structure changes during mixing andcompacting are critical for the performance of open graded asphalt designs. Open gradedfriction course (OGFC) consists of… (more)

Subjects/Keywords: Abrasion resistance; Aggregate; Aggregate Breakdown; Cantabro; Durability; Gradation; Hot mixed asphalt; LA abrasion; OGFC; Open-graded friction course; Porous asphalt; Porous friction course; Porosity

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APA (6th Edition):

Repik, T. S. (2016). Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2533

Chicago Manual of Style (16th Edition):

Repik, Thomas Stephen. “Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures.” 2016. Masters Thesis, Clemson University. Accessed February 21, 2020. https://tigerprints.clemson.edu/all_theses/2533.

MLA Handbook (7th Edition):

Repik, Thomas Stephen. “Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures.” 2016. Web. 21 Feb 2020.

Vancouver:

Repik TS. Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures. [Internet] [Masters thesis]. Clemson University; 2016. [cited 2020 Feb 21]. Available from: https://tigerprints.clemson.edu/all_theses/2533.

Council of Science Editors:

Repik TS. Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures. [Masters Thesis]. Clemson University; 2016. Available from: https://tigerprints.clemson.edu/all_theses/2533


Virginia Tech

15. Roa, Julio Alberto. Evaluation of International Friction Index and High-Friction Surfaces.

Degree: MS, Civil Engineering, 2008, Virginia Tech

 State highway agencies have an obligation to provide users with optimal surface conditions under various weather conditions throughout the year. A satisfactory pavement surface should… (more)

Subjects/Keywords: high-friction surface; harmonization; International Friction Index; testing devices.; safety

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APA (6th Edition):

Roa, J. A. (2008). Evaluation of International Friction Index and High-Friction Surfaces. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36277

Chicago Manual of Style (16th Edition):

Roa, Julio Alberto. “Evaluation of International Friction Index and High-Friction Surfaces.” 2008. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/36277.

MLA Handbook (7th Edition):

Roa, Julio Alberto. “Evaluation of International Friction Index and High-Friction Surfaces.” 2008. Web. 21 Feb 2020.

Vancouver:

Roa JA. Evaluation of International Friction Index and High-Friction Surfaces. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/36277.

Council of Science Editors:

Roa JA. Evaluation of International Friction Index and High-Friction Surfaces. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/36277


Clemson University

16. Wurst, James. Evaluation of Warm Mix Open Graded Friction Course Mixtures.

Degree: MS, Civil Engineering, 2011, Clemson University

 The goal of this study was to evaluate EvothermTM (a chemical package) and foaming (a water-injection method) warm mix asphalt (WMA) technologies to determine their… (more)

Subjects/Keywords: evotherm; fiber; foaming; open graded friction course; porous asphalt; warm mix; Civil Engineering

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APA (6th Edition):

Wurst, J. (2011). Evaluation of Warm Mix Open Graded Friction Course Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1191

Chicago Manual of Style (16th Edition):

Wurst, James. “Evaluation of Warm Mix Open Graded Friction Course Mixtures.” 2011. Masters Thesis, Clemson University. Accessed February 21, 2020. https://tigerprints.clemson.edu/all_theses/1191.

MLA Handbook (7th Edition):

Wurst, James. “Evaluation of Warm Mix Open Graded Friction Course Mixtures.” 2011. Web. 21 Feb 2020.

Vancouver:

Wurst J. Evaluation of Warm Mix Open Graded Friction Course Mixtures. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2020 Feb 21]. Available from: https://tigerprints.clemson.edu/all_theses/1191.

Council of Science Editors:

Wurst J. Evaluation of Warm Mix Open Graded Friction Course Mixtures. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1191


Virginia Tech

17. Scott, Jana. Interface Shear Strength in Lightweight Concrete Bridge Girders.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Precast girders and cast-in-place decks are a typical type of concrete bridge construction. A key part of this type of construction is developing composite action… (more)

Subjects/Keywords: Horizontal Shear; Lightweight Concrete; Precast Girder; Cast-In-Place Deck; Shear Friction

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APA (6th Edition):

Scott, J. (2010). Interface Shear Strength in Lightweight Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33922

Chicago Manual of Style (16th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/33922.

MLA Handbook (7th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Web. 21 Feb 2020.

Vancouver:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/33922.

Council of Science Editors:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/33922


Purdue University

18. Alvarado Calle, Maria Gabriela. Laboratory Characterization of Ohio Gold Frac Sand.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  The mechanical response of sand depends on state variables (such as density, stress state and fabric) and intrinsic variables (such as particle size distribution… (more)

Subjects/Keywords: Applied sciences; 1d compression test; Breakage parameters; Mobilized friction angle; Particle crushing; Particle morphology; Ring shear test; Civil Engineering

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APA (6th Edition):

Alvarado Calle, M. G. (2016). Laboratory Characterization of Ohio Gold Frac Sand. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/919

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):

Alvarado Calle, Maria Gabriela. “Laboratory Characterization of Ohio Gold Frac Sand.” 2016. Thesis, Purdue University. Accessed February 21, 2020. https://docs.lib.purdue.edu/open_access_theses/919.

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

MLA Handbook (7th Edition):

Alvarado Calle, Maria Gabriela. “Laboratory Characterization of Ohio Gold Frac Sand.” 2016. Web. 21 Feb 2020.

Vancouver:

Alvarado Calle MG. Laboratory Characterization of Ohio Gold Frac Sand. [Internet] [Thesis]. Purdue University; 2016. [cited 2020 Feb 21]. Available from: https://docs.lib.purdue.edu/open_access_theses/919.

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

Council of Science Editors:

Alvarado Calle MG. Laboratory Characterization of Ohio Gold Frac Sand. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/919

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


Purdue University

19. Espinoza Chavez, Wilson Fernando. Laboratory characterization of2Q-ROK sand.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  A series of laboratory tests were performed in a sand commercially known as2Q-ROK to determine its response to loading. #2Q-ROK is a poorly-graded, clean… (more)

Subjects/Keywords: Applied sciences; Breakage parameters; Critical state; Friction angle; Particle crushing; Particle morphology; Silica sand; Civil Engineering

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APA (6th Edition):

Espinoza Chavez, W. F. (2016). Laboratory characterization of2Q-ROK sand. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/942

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):

Espinoza Chavez, Wilson Fernando. “Laboratory characterization of2Q-ROK sand.” 2016. Thesis, Purdue University. Accessed February 21, 2020. https://docs.lib.purdue.edu/open_access_theses/942.

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

MLA Handbook (7th Edition):

Espinoza Chavez, Wilson Fernando. “Laboratory characterization of2Q-ROK sand.” 2016. Web. 21 Feb 2020.

Vancouver:

Espinoza Chavez WF. Laboratory characterization of2Q-ROK sand. [Internet] [Thesis]. Purdue University; 2016. [cited 2020 Feb 21]. Available from: https://docs.lib.purdue.edu/open_access_theses/942.

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

Council of Science Editors:

Espinoza Chavez WF. Laboratory characterization of2Q-ROK sand. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/942

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


Purdue University

20. Bonachera Martin, Francisco Javier. DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS.

Degree: MS, Civil Engineering, 2014, Purdue University

  The characterization of fatigue resistance is one of the main concerns in structural engineering, a concern that is particularly important in the evaluation of… (more)

Subjects/Keywords: Applied sciences; Built-up; Fatigue; Finite element analysis; Friction; Pre-tension; Redundancy; Civil Engineering; Materials Science and Engineering; Mechanics of Materials

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APA (6th Edition):

Bonachera Martin, F. J. (2014). DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/157

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):

Bonachera Martin, Francisco Javier. “DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS.” 2014. Thesis, Purdue University. Accessed February 21, 2020. http://docs.lib.purdue.edu/open_access_theses/157.

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

MLA Handbook (7th Edition):

Bonachera Martin, Francisco Javier. “DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS.” 2014. Web. 21 Feb 2020.

Vancouver:

Bonachera Martin FJ. DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS. [Internet] [Thesis]. Purdue University; 2014. [cited 2020 Feb 21]. Available from: http://docs.lib.purdue.edu/open_access_theses/157.

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

Council of Science Editors:

Bonachera Martin FJ. DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS. [Thesis]. Purdue University; 2014. Available from: http://docs.lib.purdue.edu/open_access_theses/157

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


Virginia Tech

21. Luo, Yingjian. The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road.

Degree: MS, Civil Engineering, 2003, Virginia Tech

 Wet-pavement friction is a public concern because of its direct relation to highway safety. Both short- and long-term seasonal variations have been observed in friction(more)

Subjects/Keywords: Pavement Temperature; Skid Number; Pavement Surface Characteristics; Pavement Friction

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

APA (6th Edition):

Luo, Y. (2003). The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31137

Chicago Manual of Style (16th Edition):

Luo, Yingjian. “The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road.” 2003. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/31137.

MLA Handbook (7th Edition):

Luo, Yingjian. “The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road.” 2003. Web. 21 Feb 2020.

Vancouver:

Luo Y. The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/31137.

Council of Science Editors:

Luo Y. The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/31137


Virginia Tech

22. Wallenfelsz, Joseph A. Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Full-depth precast deck panels are a promising alternative to the conventional cast-in-place concrete deck. They afford reduced construction time and fewer burdens on the motoring… (more)

Subjects/Keywords: Shear Connectors; Shear Friction; Precast Panels; Horizontal Shear

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APA (6th Edition):

Wallenfelsz, J. A. (2006). Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31943

Chicago Manual of Style (16th Edition):

Wallenfelsz, Joseph A. “Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels.” 2006. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/31943.

MLA Handbook (7th Edition):

Wallenfelsz, Joseph A. “Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels.” 2006. Web. 21 Feb 2020.

Vancouver:

Wallenfelsz JA. Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/31943.

Council of Science Editors:

Wallenfelsz JA. Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/31943


Virginia Tech

23. Patel, Hardik D. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 Light-framed wood structures generally have satisfied the life safety objective of the current seismic design approach. The main source of energy dissipation in such structures… (more)

Subjects/Keywords: Friction dampers; Permanent magnets; Passive energy dissipation devices; Light

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APA (6th Edition):

Patel, H. D. (2005). Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42707

Chicago Manual of Style (16th Edition):

Patel, Hardik D. “Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures.” 2005. Masters Thesis, Virginia Tech. Accessed February 21, 2020. http://hdl.handle.net/10919/42707.

MLA Handbook (7th Edition):

Patel, Hardik D. “Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures.” 2005. Web. 21 Feb 2020.

Vancouver:

Patel HD. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/10919/42707.

Council of Science Editors:

Patel HD. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/42707


Mississippi State University

24. Robinson, William Jeremy. Design and Performance of Open Graded Friction Course Hot Mix Asphalt.

Degree: MS, Civil Engineering, 2005, Mississippi State University

 Open-graded friction course (OGFC) is a porous mix primarily used to improve pavement safety. OGFC is characterized by air voids ranging from 15 to 20… (more)

Subjects/Keywords: draindown; open graded friction course; permeability; abrasion loss

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APA (6th Edition):

Robinson, W. J. (2005). Design and Performance of Open Graded Friction Course Hot Mix Asphalt. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;

Chicago Manual of Style (16th Edition):

Robinson, William Jeremy. “Design and Performance of Open Graded Friction Course Hot Mix Asphalt.” 2005. Masters Thesis, Mississippi State University. Accessed February 21, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;.

MLA Handbook (7th Edition):

Robinson, William Jeremy. “Design and Performance of Open Graded Friction Course Hot Mix Asphalt.” 2005. Web. 21 Feb 2020.

Vancouver:

Robinson WJ. Design and Performance of Open Graded Friction Course Hot Mix Asphalt. [Internet] [Masters thesis]. Mississippi State University; 2005. [cited 2020 Feb 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;.

Council of Science Editors:

Robinson WJ. Design and Performance of Open Graded Friction Course Hot Mix Asphalt. [Masters Thesis]. Mississippi State University; 2005. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;


University of Tennessee – Knoxville

25. Lee, Karen Carmen. PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS.

Degree: MS, Civil Engineering, 2017, University of Tennessee – Knoxville

  Particle morphology outlines the general analytical method used to describe soil particles’ structure and shape. The characteristics defining this term include sphericity, roundness, and… (more)

Subjects/Keywords: particle morphology; sphericity; roundness; surface texture; friction and dilatancy; sand; Civil Engineering; Geotechnical Engineering; Other Civil and Environmental Engineering

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APA (6th Edition):

Lee, K. C. (2017). PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/4713

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):

Lee, Karen Carmen. “PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS.” 2017. Thesis, University of Tennessee – Knoxville. Accessed February 21, 2020. https://trace.tennessee.edu/utk_gradthes/4713.

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

MLA Handbook (7th Edition):

Lee, Karen Carmen. “PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS.” 2017. Web. 21 Feb 2020.

Vancouver:

Lee KC. PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS. [Internet] [Thesis]. University of Tennessee – Knoxville; 2017. [cited 2020 Feb 21]. Available from: https://trace.tennessee.edu/utk_gradthes/4713.

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

Council of Science Editors:

Lee KC. PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS. [Thesis]. University of Tennessee – Knoxville; 2017. Available from: https://trace.tennessee.edu/utk_gradthes/4713

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


University of New South Wales

26. Zankin, Vincent George. The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests.

Degree: Civil Engineering, 1981, University of New South Wales

Subjects/Keywords: Damping (Mechanics); Rolling contact; Friction physics; Thesis Digitisation Program

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APA (6th Edition):

Zankin, V. G. (1981). The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Zankin, Vincent George. “The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests.” 1981. Doctoral Dissertation, University of New South Wales. Accessed February 21, 2020. http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true.

MLA Handbook (7th Edition):

Zankin, Vincent George. “The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests.” 1981. Web. 21 Feb 2020.

Vancouver:

Zankin VG. The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests. [Internet] [Doctoral dissertation]. University of New South Wales; 1981. [cited 2020 Feb 21]. Available from: http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true.

Council of Science Editors:

Zankin VG. The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests. [Doctoral Dissertation]. University of New South Wales; 1981. Available from: http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true

27. House, Timothy Christopher Matthew. The Effects of Suppression of Dilation on the Shear Strength of Sands.

Degree: MASc - Master of Applied Science, Civil Engineering, 2019, York University

 It is known that peak angle of friction (_p^') for sands decreases as normal stress increases until critical state. The suppression of dilation of sands… (more)

Subjects/Keywords: Civil engineering; critical state; dilation; suppression; direct shear; sand; granular soil; shear strength; angle of friction; friction angle; normal stress; suppression of dilation; particle breakage; particle crushing; particle size; particle shape; large scale; small scale; sample size; scale effects; normal loading

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APA (6th Edition):

House, T. C. M. (2019). The Effects of Suppression of Dilation on the Shear Strength of Sands. (Masters Thesis). York University. Retrieved from https://yorkspace.library.yorku.ca/xmlui/handle/10315/36722

Chicago Manual of Style (16th Edition):

House, Timothy Christopher Matthew. “The Effects of Suppression of Dilation on the Shear Strength of Sands.” 2019. Masters Thesis, York University. Accessed February 21, 2020. https://yorkspace.library.yorku.ca/xmlui/handle/10315/36722.

MLA Handbook (7th Edition):

House, Timothy Christopher Matthew. “The Effects of Suppression of Dilation on the Shear Strength of Sands.” 2019. Web. 21 Feb 2020.

Vancouver:

House TCM. The Effects of Suppression of Dilation on the Shear Strength of Sands. [Internet] [Masters thesis]. York University; 2019. [cited 2020 Feb 21]. Available from: https://yorkspace.library.yorku.ca/xmlui/handle/10315/36722.

Council of Science Editors:

House TCM. The Effects of Suppression of Dilation on the Shear Strength of Sands. [Masters Thesis]. York University; 2019. Available from: https://yorkspace.library.yorku.ca/xmlui/handle/10315/36722


University of Pretoria

28. Marenya, Moses Okoth. Performance characteristics of a deep tilling rotavator.

Degree: Civil Engineering, 2010, University of Pretoria

 This study was undertaken to develop an analytical model that is capable of predicting the torque requirements of a rotavator fitted with commercially available L-shaped… (more)

Subjects/Keywords: Tillage performance; Soil shear strength; Soil-metal friction; Bite length; Kinematic parameter; Down-cut rotavator; Power; Specific energy; Soil-failure modelling; Deep-tilling; Rotavator; UCTD

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APA (6th Edition):

Marenya, M. O. (2010). Performance characteristics of a deep tilling rotavator. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25458

Chicago Manual of Style (16th Edition):

Marenya, Moses Okoth. “Performance characteristics of a deep tilling rotavator.” 2010. Doctoral Dissertation, University of Pretoria. Accessed February 21, 2020. http://hdl.handle.net/2263/25458.

MLA Handbook (7th Edition):

Marenya, Moses Okoth. “Performance characteristics of a deep tilling rotavator.” 2010. Web. 21 Feb 2020.

Vancouver:

Marenya MO. Performance characteristics of a deep tilling rotavator. [Internet] [Doctoral dissertation]. University of Pretoria; 2010. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/2263/25458.

Council of Science Editors:

Marenya MO. Performance characteristics of a deep tilling rotavator. [Doctoral Dissertation]. University of Pretoria; 2010. Available from: http://hdl.handle.net/2263/25458

29. Spring, Daniel William. Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 Material failure pervades the fields of materials science and engineering; it occurs at various scales and in various contexts. Understanding the mechanisms by which a… (more)

Subjects/Keywords: Cohesive Zone Models; Cohesive Element Method; Interfacial Debonding; Interphases; Filled Elastomers; Dynamic Fracture; Mesh Dependency; Polygonal Finite Elements; Element Splitting; Adaptive Refinement; Pervasive Fragmentation; Coupled Cohesive-Friction

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APA (6th Edition):

Spring, D. W. (2015). Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88008

Chicago Manual of Style (16th Edition):

Spring, Daniel William. “Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed February 21, 2020. http://hdl.handle.net/2142/88008.

MLA Handbook (7th Edition):

Spring, Daniel William. “Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures.” 2015. Web. 21 Feb 2020.

Vancouver:

Spring DW. Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Feb 21]. Available from: http://hdl.handle.net/2142/88008.

Council of Science Editors:

Spring DW. Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88008

30. Ghaemi, Omid. Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface.

Degree: MSin Engineering, Civil Engineering, 2011, University of Akron

  As serious concerns have risen about management of highway safety and decreasing vehicle accidents there is regular effort undertaken by most highway agencies including… (more)

Subjects/Keywords: Civil Engineering; Friction; polishing; hot mix; asphalt surface

…III. TIME DEPENDENT FRICTION AND TEXTURE BEHAVIOR UNDER ACCELERATED LAB POLISHING ACT… …61 4.2.1 Friction Measurement… …70 4-2 Measured, Mean and STDV Friction Properties of Pavement Sections SN, MPD, DFT10… …Mean and STDV Friction Properties of Pavement Sections SN, MPD, DFT10, 20, 64km/hour, BPN and… …RUT in Wood County R-25 in 2009 ..................74 4-4 Measured, Mean and STDV Friction… 

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APA (6th Edition):

Ghaemi, O. (2011). Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412

Chicago Manual of Style (16th Edition):

Ghaemi, Omid. “Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface.” 2011. Masters Thesis, University of Akron. Accessed February 21, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412.

MLA Handbook (7th Edition):

Ghaemi, Omid. “Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface.” 2011. Web. 21 Feb 2020.

Vancouver:

Ghaemi O. Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2020 Feb 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412.

Council of Science Editors:

Ghaemi O. Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412

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