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You searched for +publisher:"Virginia Tech" +contributor:("Flintsch, Gerardo W."). Showing records 31 – 60 of 93 total matches.

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31. Scavone LaSalle, Martin. Implementation Of A Mechanistic- Empirical Pavement Design Method For Uruguayan Roadways.

Degree: MS, Civil and Environmental Engineering, 2019, Virginia Tech

 Mechanistic-Empirical (M-E) methods are the cornerstone of current pavement engineering practice because of their enhanced predicting capabilities. Such predicting power demands richer input data, computational… (more)

Subjects/Keywords: pavement; design; mechanistic; empirical; MEPDG

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APA (6th Edition):

Scavone LaSalle, M. (2019). Implementation Of A Mechanistic- Empirical Pavement Design Method For Uruguayan Roadways. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/90777

Chicago Manual of Style (16th Edition):

Scavone LaSalle, Martin. “Implementation Of A Mechanistic- Empirical Pavement Design Method For Uruguayan Roadways.” 2019. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/90777.

MLA Handbook (7th Edition):

Scavone LaSalle, Martin. “Implementation Of A Mechanistic- Empirical Pavement Design Method For Uruguayan Roadways.” 2019. Web. 18 Sep 2019.

Vancouver:

Scavone LaSalle M. Implementation Of A Mechanistic- Empirical Pavement Design Method For Uruguayan Roadways. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/90777.

Council of Science Editors:

Scavone LaSalle M. Implementation Of A Mechanistic- Empirical Pavement Design Method For Uruguayan Roadways. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/90777


Virginia Tech

32. Priddy, Lucy Phillips. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs.

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

 Both the identification and validation of expedient portland cement concrete (PCC) repair technologies have been the focus of the pavements research community for decades due… (more)

Subjects/Keywords: concrete pavement; pavement repair; full-scale field testing; finite element modeling; airfield; precast concrete

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APA (6th Edition):

Priddy, L. P. (2014). Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56952

Chicago Manual of Style (16th Edition):

Priddy, Lucy Phillips. “Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs.” 2014. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/56952.

MLA Handbook (7th Edition):

Priddy, Lucy Phillips. “Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs.” 2014. Web. 18 Sep 2019.

Vancouver:

Priddy LP. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/56952.

Council of Science Editors:

Priddy LP. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/56952


Virginia Tech

33. Najafi, Shahriar. Pavement Friction Management (PFM) - A Step Toward Zero Fatalities.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 It is important for highway agencies to monitor the pavement friction periodically and systematically to support their safety management programs. The collected data can help… (more)

Subjects/Keywords: Friction; pavement; safety; management.

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APA (6th Edition):

Najafi, S. (2016). Pavement Friction Management (PFM) - A Step Toward Zero Fatalities. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64457

Chicago Manual of Style (16th Edition):

Najafi, Shahriar. “Pavement Friction Management (PFM) - A Step Toward Zero Fatalities.” 2016. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/64457.

MLA Handbook (7th Edition):

Najafi, Shahriar. “Pavement Friction Management (PFM) - A Step Toward Zero Fatalities.” 2016. Web. 18 Sep 2019.

Vancouver:

Najafi S. Pavement Friction Management (PFM) - A Step Toward Zero Fatalities. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/64457.

Council of Science Editors:

Najafi S. Pavement Friction Management (PFM) - A Step Toward Zero Fatalities. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/64457


Virginia Tech

34. Tucker, Raymond Robert. Influence of Individual Perceptions on Engineering Team Performance within Design Build Infrastructure Projects.

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

 The successful delivery of large complex infrastructure projects continues to challenge the civil engineering profession, with a predominance of projects delivered late and over budget.… (more)

Subjects/Keywords: Project Management; Teaming; Interpersonal Dynamics; Project Performance; Project Social Issues

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APA (6th Edition):

Tucker, R. R. (2014). Influence of Individual Perceptions on Engineering Team Performance within Design Build Infrastructure Projects. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64933

Chicago Manual of Style (16th Edition):

Tucker, Raymond Robert. “Influence of Individual Perceptions on Engineering Team Performance within Design Build Infrastructure Projects.” 2014. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/64933.

MLA Handbook (7th Edition):

Tucker, Raymond Robert. “Influence of Individual Perceptions on Engineering Team Performance within Design Build Infrastructure Projects.” 2014. Web. 18 Sep 2019.

Vancouver:

Tucker RR. Influence of Individual Perceptions on Engineering Team Performance within Design Build Infrastructure Projects. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/64933.

Council of Science Editors:

Tucker RR. Influence of Individual Perceptions on Engineering Team Performance within Design Build Infrastructure Projects. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/64933


Virginia Tech

35. Gross, Martha E. Aligning Public-Private Partnership Contracts with Public Objectives for Transportation Infrastructure.

Degree: PhD, Civil Engineering, 2010, Virginia Tech

 With its central role in the development of public-private partnership (PPP) contracts, procurement structure has a significant influence on the economic and policy success of… (more)

Subjects/Keywords: Public-private partnerships; Transportation policy; Toll roads; QCA; Qualitative comparative analysis

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APA (6th Edition):

Gross, M. E. (2010). Aligning Public-Private Partnership Contracts with Public Objectives for Transportation Infrastructure. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28785

Chicago Manual of Style (16th Edition):

Gross, Martha E. “Aligning Public-Private Partnership Contracts with Public Objectives for Transportation Infrastructure.” 2010. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/28785.

MLA Handbook (7th Edition):

Gross, Martha E. “Aligning Public-Private Partnership Contracts with Public Objectives for Transportation Infrastructure.” 2010. Web. 18 Sep 2019.

Vancouver:

Gross ME. Aligning Public-Private Partnership Contracts with Public Objectives for Transportation Infrastructure. [Internet] [Doctoral dissertation]. Virginia Tech; 2010. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/28785.

Council of Science Editors:

Gross ME. Aligning Public-Private Partnership Contracts with Public Objectives for Transportation Infrastructure. [Doctoral Dissertation]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/28785


Virginia Tech

36. Najafi, Shahriar. Evaluation of Continuous Friction Measuring Equipment (CFME) for Supporting Pavement Friction Management Programs.

Degree: MS, Civil and Environmental Engineering, 2010, Virginia Tech

 It is the responsibility of pavement engineers to design pavements that provide safe and smooth riding surfaces over their entire life cycle. Each year many… (more)

Subjects/Keywords: locked wheel; CFME; repeatability; testing devices; safety; pavement; reproducibility; friction

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APA (6th Edition):

Najafi, S. (2010). Evaluation of Continuous Friction Measuring Equipment (CFME) for Supporting Pavement Friction Management Programs. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51244

Chicago Manual of Style (16th Edition):

Najafi, Shahriar. “Evaluation of Continuous Friction Measuring Equipment (CFME) for Supporting Pavement Friction Management Programs.” 2010. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/51244.

MLA Handbook (7th Edition):

Najafi, Shahriar. “Evaluation of Continuous Friction Measuring Equipment (CFME) for Supporting Pavement Friction Management Programs.” 2010. Web. 18 Sep 2019.

Vancouver:

Najafi S. Evaluation of Continuous Friction Measuring Equipment (CFME) for Supporting Pavement Friction Management Programs. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/51244.

Council of Science Editors:

Najafi S. Evaluation of Continuous Friction Measuring Equipment (CFME) for Supporting Pavement Friction Management Programs. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/51244


Virginia Tech

37. McCarthy, Ross James. Performing Network Level Crash Evaluation Using Skid Resistance.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Evaluation of crash count data as a function of roadway characteristics allows Departments of Transportation to predict expected average crash risks in order to assist… (more)

Subjects/Keywords: skid resistance; Poisson; Poisson-Gamma; Negative Binomial; Safety Performance Function; Empirical Bayes

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APA (6th Edition):

McCarthy, R. J. (2015). Performing Network Level Crash Evaluation Using Skid Resistance. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56576

Chicago Manual of Style (16th Edition):

McCarthy, Ross James. “Performing Network Level Crash Evaluation Using Skid Resistance.” 2015. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/56576.

MLA Handbook (7th Edition):

McCarthy, Ross James. “Performing Network Level Crash Evaluation Using Skid Resistance.” 2015. Web. 18 Sep 2019.

Vancouver:

McCarthy RJ. Performing Network Level Crash Evaluation Using Skid Resistance. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/56576.

Council of Science Editors:

McCarthy RJ. Performing Network Level Crash Evaluation Using Skid Resistance. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56576


Virginia Tech

38. Giustozzi, Filippo. Life Cycle Assessment of Sustainable Road Pavements: Carbon Footprinting and Multi-attribute Analysis.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 Sustainability is increasingly becoming a significant part of strategic asset management worldwide. Road agencies are providing guidelines to assess the relative sustainability of road projects.… (more)

Subjects/Keywords: pavement maintenance; multi-objective optimization; life cycle assessment; carbon footprinting; pavement management

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APA (6th Edition):

Giustozzi, F. (2012). Life Cycle Assessment of Sustainable Road Pavements: Carbon Footprinting and Multi-attribute Analysis. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77108

Chicago Manual of Style (16th Edition):

Giustozzi, Filippo. “Life Cycle Assessment of Sustainable Road Pavements: Carbon Footprinting and Multi-attribute Analysis.” 2012. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/77108.

MLA Handbook (7th Edition):

Giustozzi, Filippo. “Life Cycle Assessment of Sustainable Road Pavements: Carbon Footprinting and Multi-attribute Analysis.” 2012. Web. 18 Sep 2019.

Vancouver:

Giustozzi F. Life Cycle Assessment of Sustainable Road Pavements: Carbon Footprinting and Multi-attribute Analysis. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/77108.

Council of Science Editors:

Giustozzi F. Life Cycle Assessment of Sustainable Road Pavements: Carbon Footprinting and Multi-attribute Analysis. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/77108


Virginia Tech

39. Shen, Ni. Modeling of Airline and Passenger Dynamics in the National Airspace System (NAS).

Degree: PhD, Civil Engineering, 2010, Virginia Tech

 This dissertation is a collection of several models to understand airline and passenger dynamics in the National Airspace System (NAS). Agent-based modeling is one of… (more)

Subjects/Keywords: multi-airport system; domestic leg of international passengers; air travel demand; Agent-based model

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APA (6th Edition):

Shen, N. (2010). Modeling of Airline and Passenger Dynamics in the National Airspace System (NAS). (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77267

Chicago Manual of Style (16th Edition):

Shen, Ni. “Modeling of Airline and Passenger Dynamics in the National Airspace System (NAS).” 2010. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/77267.

MLA Handbook (7th Edition):

Shen, Ni. “Modeling of Airline and Passenger Dynamics in the National Airspace System (NAS).” 2010. Web. 18 Sep 2019.

Vancouver:

Shen N. Modeling of Airline and Passenger Dynamics in the National Airspace System (NAS). [Internet] [Doctoral dissertation]. Virginia Tech; 2010. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/77267.

Council of Science Editors:

Shen N. Modeling of Airline and Passenger Dynamics in the National Airspace System (NAS). [Doctoral Dissertation]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/77267


Virginia Tech

40. Tomlinson, Christopher. The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 This thesis investigates the effects of using various percentages of RAP and asphalt binder contents on the dynamic modulus and fatigue resistance of asphalt concrete.… (more)

Subjects/Keywords: Reclaimed Asphalt Pavement; Dynamic Modulus; Fatigue Resistance

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APA (6th Edition):

Tomlinson, C. (2013). The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/19245

Chicago Manual of Style (16th Edition):

Tomlinson, Christopher. “The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete.” 2013. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/19245.

MLA Handbook (7th Edition):

Tomlinson, Christopher. “The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete.” 2013. Web. 18 Sep 2019.

Vancouver:

Tomlinson C. The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/19245.

Council of Science Editors:

Tomlinson C. The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/19245


Virginia Tech

41. Ghanipoor Machiani, Sahar. Modeling Driver Behavior at Signalized Intersections: Decision Dynamics, Human Learning, and Safety Measures of Real-time Control Systems.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 Traffic conflicts associated to signalized intersections are one of the major contributing factors to crash occurrences. Driver behavior plays an important role in the safety… (more)

Subjects/Keywords: signalized intersections; dilemma zone; driver behavior; human learning; agent-based modelling; surrogate safety measure

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APA (6th Edition):

Ghanipoor Machiani, S. (2015). Modeling Driver Behavior at Signalized Intersections: Decision Dynamics, Human Learning, and Safety Measures of Real-time Control Systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71798

Chicago Manual of Style (16th Edition):

Ghanipoor Machiani, Sahar. “Modeling Driver Behavior at Signalized Intersections: Decision Dynamics, Human Learning, and Safety Measures of Real-time Control Systems.” 2015. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/71798.

MLA Handbook (7th Edition):

Ghanipoor Machiani, Sahar. “Modeling Driver Behavior at Signalized Intersections: Decision Dynamics, Human Learning, and Safety Measures of Real-time Control Systems.” 2015. Web. 18 Sep 2019.

Vancouver:

Ghanipoor Machiani S. Modeling Driver Behavior at Signalized Intersections: Decision Dynamics, Human Learning, and Safety Measures of Real-time Control Systems. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/71798.

Council of Science Editors:

Ghanipoor Machiani S. Modeling Driver Behavior at Signalized Intersections: Decision Dynamics, Human Learning, and Safety Measures of Real-time Control Systems. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/71798


Virginia Tech

42. Angkasuwansiri, Thiti. Development of Wastewater Pipe Performance Index and Performance Prediction Model.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 Water plays a critical role in every aspect of civilization: agriculture, industry, economy, environment, recreation, transportation, culture, and health. Much of America's drinking water and… (more)

Subjects/Keywords: Wastewater Pipe Infrastructure; Standard Data Structure; Pipe Failure Mode and Mechanism; Performance Index

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APA (6th Edition):

Angkasuwansiri, T. (2013). Development of Wastewater Pipe Performance Index and Performance Prediction Model. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51659

Chicago Manual of Style (16th Edition):

Angkasuwansiri, Thiti. “Development of Wastewater Pipe Performance Index and Performance Prediction Model.” 2013. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/51659.

MLA Handbook (7th Edition):

Angkasuwansiri, Thiti. “Development of Wastewater Pipe Performance Index and Performance Prediction Model.” 2013. Web. 18 Sep 2019.

Vancouver:

Angkasuwansiri T. Development of Wastewater Pipe Performance Index and Performance Prediction Model. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/51659.

Council of Science Editors:

Angkasuwansiri T. Development of Wastewater Pipe Performance Index and Performance Prediction Model. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/51659


Virginia Tech

43. Mogrovejo Carrasco, Daniel Estuardo. Enhancing Pavement Surface Macrotexture Characterization.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 One of the most important objectives for transportation engineers is to understand pavement surface properties and their positive and negative effects on the user. This… (more)

Subjects/Keywords: Pavement Surface Properties; Macrotexture Characterization; High Speed Laser Device; Spike removal; False Discovery Rate; Effective Area for Water Evacuation.

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APA (6th Edition):

Mogrovejo Carrasco, D. E. (2015). Enhancing Pavement Surface Macrotexture Characterization. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51957

Chicago Manual of Style (16th Edition):

Mogrovejo Carrasco, Daniel Estuardo. “Enhancing Pavement Surface Macrotexture Characterization.” 2015. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/51957.

MLA Handbook (7th Edition):

Mogrovejo Carrasco, Daniel Estuardo. “Enhancing Pavement Surface Macrotexture Characterization.” 2015. Web. 18 Sep 2019.

Vancouver:

Mogrovejo Carrasco DE. Enhancing Pavement Surface Macrotexture Characterization. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/51957.

Council of Science Editors:

Mogrovejo Carrasco DE. Enhancing Pavement Surface Macrotexture Characterization. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51957


Virginia Tech

44. Dehghani Sanij, Mohammad Saied. Characterizing the Dynamics of Vulnerability for Roadway Infrastructure Systems.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 Critical infrastructure systems, such as transportation, energy, water and communication, are the backbones of sustainable economic and social development. The tragedies and catastrophic events in… (more)

Subjects/Keywords: Roadway; Network; Infrastructure; Vulnerability; Disruption; Degradation; Resiliency; Risk; Disaster

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APA (6th Edition):

Dehghani Sanij, M. S. (2013). Characterizing the Dynamics of Vulnerability for Roadway Infrastructure Systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/53507

Chicago Manual of Style (16th Edition):

Dehghani Sanij, Mohammad Saied. “Characterizing the Dynamics of Vulnerability for Roadway Infrastructure Systems.” 2013. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/53507.

MLA Handbook (7th Edition):

Dehghani Sanij, Mohammad Saied. “Characterizing the Dynamics of Vulnerability for Roadway Infrastructure Systems.” 2013. Web. 18 Sep 2019.

Vancouver:

Dehghani Sanij MS. Characterizing the Dynamics of Vulnerability for Roadway Infrastructure Systems. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/53507.

Council of Science Editors:

Dehghani Sanij MS. Characterizing the Dynamics of Vulnerability for Roadway Infrastructure Systems. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/53507


Virginia Tech

45. Zhou, Guoqing. Co-Location Decision Tree for Enhancing Decision-Making of Pavement Maintenance and Rehabilitation.

Degree: PhD, Civil Engineering, 2011, Virginia Tech

 A pavement management system (PMS) is a valuable tool and one of the critical elements of the highway transportation infrastructure. Since a vast amount of… (more)

Subjects/Keywords: Maintenance and Rehabilitation; Decision Tree; Spatial Data Mining; Co-Location; Pavement Management; GIS

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APA (6th Edition):

Zhou, G. (2011). Co-Location Decision Tree for Enhancing Decision-Making of Pavement Maintenance and Rehabilitation. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26059

Chicago Manual of Style (16th Edition):

Zhou, Guoqing. “Co-Location Decision Tree for Enhancing Decision-Making of Pavement Maintenance and Rehabilitation.” 2011. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/26059.

MLA Handbook (7th Edition):

Zhou, Guoqing. “Co-Location Decision Tree for Enhancing Decision-Making of Pavement Maintenance and Rehabilitation.” 2011. Web. 18 Sep 2019.

Vancouver:

Zhou G. Co-Location Decision Tree for Enhancing Decision-Making of Pavement Maintenance and Rehabilitation. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/26059.

Council of Science Editors:

Zhou G. Co-Location Decision Tree for Enhancing Decision-Making of Pavement Maintenance and Rehabilitation. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/26059


Virginia Tech

46. Bongioanni, Vincent Italo. Enhancing Network-Level Pavement Macrotexture Assessment.

Degree: PhD, Civil and Environmental Engineering, 2019, Virginia Tech

 Pavement macrotexture has been shown to influence a range of safety and comfort issues including wet weather friction, splash and spray, ambient and in-vehicle noise,… (more)

Subjects/Keywords: macrotexture; friction; noise; outliers; dropouts; Accelerated Pavement Testing; Surface Properties; Agreement; Repeatability; calibration; accuracy; parameters

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APA (6th Edition):

Bongioanni, V. I. (2019). Enhancing Network-Level Pavement Macrotexture Assessment. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/89326

Chicago Manual of Style (16th Edition):

Bongioanni, Vincent Italo. “Enhancing Network-Level Pavement Macrotexture Assessment.” 2019. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/89326.

MLA Handbook (7th Edition):

Bongioanni, Vincent Italo. “Enhancing Network-Level Pavement Macrotexture Assessment.” 2019. Web. 18 Sep 2019.

Vancouver:

Bongioanni VI. Enhancing Network-Level Pavement Macrotexture Assessment. [Internet] [Doctoral dissertation]. Virginia Tech; 2019. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/89326.

Council of Science Editors:

Bongioanni VI. Enhancing Network-Level Pavement Macrotexture Assessment. [Doctoral Dissertation]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/89326


Virginia Tech

47. Uslu, Berk. Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 Performance prediction modeling is a crucial step in assessing the remaining service life of pipelines. Sound infrastructure deterioration models are essential for accurately predicting future… (more)

Subjects/Keywords: Infrastructure Asset Management; Wastewater; Gravity Pipes; Force Main Pipes; Data Standards; Performance Index; Deterioration Model

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APA (6th Edition):

Uslu, B. (2017). Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/89668

Chicago Manual of Style (16th Edition):

Uslu, Berk. “Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets.” 2017. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/89668.

MLA Handbook (7th Edition):

Uslu, Berk. “Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets.” 2017. Web. 18 Sep 2019.

Vancouver:

Uslu B. Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/89668.

Council of Science Editors:

Uslu B. Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/89668


Virginia Tech

48. Khaleghian, Seyedmeysam. The Application of Intelligent Tires and Model Base Estimation Algorithms in Tire-road Contact Characterization.

Degree: PhD, Engineering Mechanics, 2017, Virginia Tech

 Lack of drivers knowledge about the abrupt changes in pavement friction and poor performance of the vehicle stability, traction and ABS controllers on the low… (more)

Subjects/Keywords: Intelligent Tire; Tire-Road Contact; Friction Coefficient Estimation; Model-based Algorithm; Kalman Filter

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APA (6th Edition):

Khaleghian, S. (2017). The Application of Intelligent Tires and Model Base Estimation Algorithms in Tire-road Contact Characterization. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/92883

Chicago Manual of Style (16th Edition):

Khaleghian, Seyedmeysam. “The Application of Intelligent Tires and Model Base Estimation Algorithms in Tire-road Contact Characterization.” 2017. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/92883.

MLA Handbook (7th Edition):

Khaleghian, Seyedmeysam. “The Application of Intelligent Tires and Model Base Estimation Algorithms in Tire-road Contact Characterization.” 2017. Web. 18 Sep 2019.

Vancouver:

Khaleghian S. The Application of Intelligent Tires and Model Base Estimation Algorithms in Tire-road Contact Characterization. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/92883.

Council of Science Editors:

Khaleghian S. The Application of Intelligent Tires and Model Base Estimation Algorithms in Tire-road Contact Characterization. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/92883


Virginia Tech

49. Mogrovejo Carrasco, Daniel Estuardo. Effect of Air Temperature, Vehicle Speed, and Pavement Surface Aging on Tire/Pavement Noise Measured with On-Board Sound Intensity Methodology.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 The study of the traffic noise as an environmental impact, the search for solutions to this problem, and the development of noise measurement methodologies that… (more)

Subjects/Keywords: On Board Sound Intensity; Noise; Air Temperature; Speed; Aging; Winter Maintenance; Environmental Conditions

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APA (6th Edition):

Mogrovejo Carrasco, D. E. (2013). Effect of Air Temperature, Vehicle Speed, and Pavement Surface Aging on Tire/Pavement Noise Measured with On-Board Sound Intensity Methodology. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/19261

Chicago Manual of Style (16th Edition):

Mogrovejo Carrasco, Daniel Estuardo. “Effect of Air Temperature, Vehicle Speed, and Pavement Surface Aging on Tire/Pavement Noise Measured with On-Board Sound Intensity Methodology.” 2013. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/19261.

MLA Handbook (7th Edition):

Mogrovejo Carrasco, Daniel Estuardo. “Effect of Air Temperature, Vehicle Speed, and Pavement Surface Aging on Tire/Pavement Noise Measured with On-Board Sound Intensity Methodology.” 2013. Web. 18 Sep 2019.

Vancouver:

Mogrovejo Carrasco DE. Effect of Air Temperature, Vehicle Speed, and Pavement Surface Aging on Tire/Pavement Noise Measured with On-Board Sound Intensity Methodology. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/19261.

Council of Science Editors:

Mogrovejo Carrasco DE. Effect of Air Temperature, Vehicle Speed, and Pavement Surface Aging on Tire/Pavement Noise Measured with On-Board Sound Intensity Methodology. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/19261

50. Bryce, James Matthew. Applying Pavement Life Cycle Assessment Results to Enhance Sustainable Pavement Management Decision Making.

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

 Sustainable pavement management implies maintaining acceptable condition of pavements while also considering the tradeoff between cost, environmental impacts and social impacts of pavement investments. Typical… (more)

Subjects/Keywords: Sustainability; Decision Analysis; Pavement Management; Sustainable Infrastructure Management

…156 Appendix C. Approval For from the Virginia Tech Institutional Review Board for the Data… 

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APA (6th Edition):

Bryce, J. M. (2014). Applying Pavement Life Cycle Assessment Results to Enhance Sustainable Pavement Management Decision Making. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64335

Chicago Manual of Style (16th Edition):

Bryce, James Matthew. “Applying Pavement Life Cycle Assessment Results to Enhance Sustainable Pavement Management Decision Making.” 2014. Doctoral Dissertation, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/64335.

MLA Handbook (7th Edition):

Bryce, James Matthew. “Applying Pavement Life Cycle Assessment Results to Enhance Sustainable Pavement Management Decision Making.” 2014. Web. 18 Sep 2019.

Vancouver:

Bryce JM. Applying Pavement Life Cycle Assessment Results to Enhance Sustainable Pavement Management Decision Making. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/64335.

Council of Science Editors:

Bryce JM. Applying Pavement Life Cycle Assessment Results to Enhance Sustainable Pavement Management Decision Making. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/64335


Virginia Tech

51. Gramajo, Carlos Rafael. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 This thesis focused on using a detailed structural evaluation of seven (three flexible and four composite) high performance in-service pavements designated as high-priority routes to… (more)

Subjects/Keywords: backcalculation; pavement evaluation; pavement structural capacity; mechanistic-empirical design; pavement distresses; performance prediction

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APA (6th Edition):

Gramajo, C. R. (2005). Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33269

Chicago Manual of Style (16th Edition):

Gramajo, Carlos Rafael. “Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements.” 2005. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/33269.

MLA Handbook (7th Edition):

Gramajo, Carlos Rafael. “Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements.” 2005. Web. 18 Sep 2019.

Vancouver:

Gramajo CR. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/33269.

Council of Science Editors:

Gramajo CR. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/33269


Virginia Tech

52. Fonseca, Andrea Esperanza. Contemporary Network Theory: Concepts and Implications for Transportation Asset Management.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 This thesis proposes a novel working paradigm for transportation infrastructure asset management by viewing the transportation networks as key components (or nodes) of a broader… (more)

Subjects/Keywords: Transportation Infrastructure; Asset Management; N

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APA (6th Edition):

Fonseca, A. E. (2007). Contemporary Network Theory: Concepts and Implications for Transportation Asset Management. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33535

Chicago Manual of Style (16th Edition):

Fonseca, Andrea Esperanza. “Contemporary Network Theory: Concepts and Implications for Transportation Asset Management.” 2007. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/33535.

MLA Handbook (7th Edition):

Fonseca, Andrea Esperanza. “Contemporary Network Theory: Concepts and Implications for Transportation Asset Management.” 2007. Web. 18 Sep 2019.

Vancouver:

Fonseca AE. Contemporary Network Theory: Concepts and Implications for Transportation Asset Management. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/33535.

Council of Science Editors:

Fonseca AE. Contemporary Network Theory: Concepts and Implications for Transportation Asset Management. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/33535


Virginia Tech

53. Davis, Robin Michelle. Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 Pavement surface characteristics are important to both the safety of the pavement surface and the comfort of the drivers. As of yet, texture and friction… (more)

Subjects/Keywords: Texture; Hot Mix Asphalt Properties; Pavement Surface Characteristics; Skid Resistance

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APA (6th Edition):

Davis, R. M. (2001). Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34177

Chicago Manual of Style (16th Edition):

Davis, Robin Michelle. “Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road.” 2001. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/34177.

MLA Handbook (7th Edition):

Davis, Robin Michelle. “Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road.” 2001. Web. 18 Sep 2019.

Vancouver:

Davis RM. Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/34177.

Council of Science Editors:

Davis RM. Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/34177


Virginia Tech

54. Wang, Hao. Road Profiler Performance Evaluation and Accuracy Criteria Analysis.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Road smoothness is one of the most important road functional characteristics because it affects ride quality, operation cost, and vehicle dynamic load. There are many… (more)

Subjects/Keywords: Profiler; Road Profile; IRI; Repeatability; Accuracy

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APA (6th Edition):

Wang, H. (2006). Road Profiler Performance Evaluation and Accuracy Criteria Analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34419

Chicago Manual of Style (16th Edition):

Wang, Hao. “Road Profiler Performance Evaluation and Accuracy Criteria Analysis.” 2006. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/34419.

MLA Handbook (7th Edition):

Wang, Hao. “Road Profiler Performance Evaluation and Accuracy Criteria Analysis.” 2006. Web. 18 Sep 2019.

Vancouver:

Wang H. Road Profiler Performance Evaluation and Accuracy Criteria Analysis. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/34419.

Council of Science Editors:

Wang H. Road Profiler Performance Evaluation and Accuracy Criteria Analysis. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/34419


Virginia Tech

55. Wang, Dong. Binder Film Thickness Effect on Aggregate Contact Behavior.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 This study presents a study on the binder film thickness effect on aggregate contact behavior. As a three-phase material composed of aggregates, asphalt binder and… (more)

Subjects/Keywords: Binder Film; Composite Material; Contact Model; X-Ray Tomography

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APA (6th Edition):

Wang, D. (2007). Binder Film Thickness Effect on Aggregate Contact Behavior. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34510

Chicago Manual of Style (16th Edition):

Wang, Dong. “Binder Film Thickness Effect on Aggregate Contact Behavior.” 2007. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/34510.

MLA Handbook (7th Edition):

Wang, Dong. “Binder Film Thickness Effect on Aggregate Contact Behavior.” 2007. Web. 18 Sep 2019.

Vancouver:

Wang D. Binder Film Thickness Effect on Aggregate Contact Behavior. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/34510.

Council of Science Editors:

Wang D. Binder Film Thickness Effect on Aggregate Contact Behavior. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/34510


Virginia Tech

56. Devulapalli, Srinath. Evaluation of Policies for the Maintenance of Bridges Using Discrete Event Simulation.

Degree: MS, Civil Engineering, 2002, Virginia Tech

  With the recent developments of several bridge managements systems and their wide-spread use, bridge engineers are realizing the importance of systematic and well planned… (more)

Subjects/Keywords: policy analysis tool; Bridge management system; simulation

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APA (6th Edition):

Devulapalli, S. (2002). Evaluation of Policies for the Maintenance of Bridges Using Discrete Event Simulation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34678

Chicago Manual of Style (16th Edition):

Devulapalli, Srinath. “Evaluation of Policies for the Maintenance of Bridges Using Discrete Event Simulation.” 2002. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/34678.

MLA Handbook (7th Edition):

Devulapalli, Srinath. “Evaluation of Policies for the Maintenance of Bridges Using Discrete Event Simulation.” 2002. Web. 18 Sep 2019.

Vancouver:

Devulapalli S. Evaluation of Policies for the Maintenance of Bridges Using Discrete Event Simulation. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/34678.

Council of Science Editors:

Devulapalli S. Evaluation of Policies for the Maintenance of Bridges Using Discrete Event Simulation. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/34678


Virginia Tech

57. Diefenderfer, Brian K. Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 Portland cement concrete (PCC) structures deteriorate with age and need to be maintained or replaced. Early detection of deterioration in PCC (e.g., alkali-silica reaction, freeze/thaw… (more)

Subjects/Keywords: nondestructive evaluation; nondestructive testing; dielectric properties; infrastructure assessment; parallel-plate capacitor; capacitor probe; PCC

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APA (6th Edition):

Diefenderfer, B. K. (1998). Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35397

Chicago Manual of Style (16th Edition):

Diefenderfer, Brian K. “Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete.” 1998. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/35397.

MLA Handbook (7th Edition):

Diefenderfer, Brian K. “Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete.” 1998. Web. 18 Sep 2019.

Vancouver:

Diefenderfer BK. Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/35397.

Council of Science Editors:

Diefenderfer BK. Development and Testing of a Capacitor Probe to Detect Deterioration in Portland Cement Concrete. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/35397


Virginia Tech

58. Harris, Christopher Holt. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 Permeability of hot mix asphalt (HMA) is a property that is important to the pavementâ s durability. Measuring permeability along with density will give a… (more)

Subjects/Keywords: permeability; anisotropy; hot mix asphalt

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APA (6th Edition):

Harris, C. H. (2007). Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35848

Chicago Manual of Style (16th Edition):

Harris, Christopher Holt. “Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.” 2007. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/35848.

MLA Handbook (7th Edition):

Harris, Christopher Holt. “Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.” 2007. Web. 18 Sep 2019.

Vancouver:

Harris CH. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/35848.

Council of Science Editors:

Harris CH. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/35848


Virginia Tech

59. 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 September 18, 2019. http://hdl.handle.net/10919/36277.

MLA Handbook (7th Edition):

Roa, Julio Alberto. “Evaluation of International Friction Index and High-Friction Surfaces.” 2008. Web. 18 Sep 2019.

Vancouver:

Roa JA. Evaluation of International Friction Index and High-Friction Surfaces. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2019 Sep 18]. 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


Virginia Tech

60. Elseifi, Mostafa. Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures.

Degree: MS, Civil Engineering, 1999, Virginia Tech

 The increase and change in traffic loading in recent years has resulted in the introduction of a new range of high performance asphalt binders. These… (more)

Subjects/Keywords: Polymer Modified Binders; Dynamic Mechanical Analysis; Asphalt Binders; Viscoelasticity

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APA (6th Edition):

Elseifi, M. (1999). Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36445

Chicago Manual of Style (16th Edition):

Elseifi, Mostafa. “Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures.” 1999. Masters Thesis, Virginia Tech. Accessed September 18, 2019. http://hdl.handle.net/10919/36445.

MLA Handbook (7th Edition):

Elseifi, Mostafa. “Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures.” 1999. Web. 18 Sep 2019.

Vancouver:

Elseifi M. Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10919/36445.

Council of Science Editors:

Elseifi M. Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/36445

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