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You searched for subject:(pavements). Showing records 1 – 30 of 668 total matches.

[1] [2] [3] [4] [5] … [23]

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Montana State University

1. Bermel, Bethany Noel. Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement.

Degree: 2011, Montana State University

 Each year, the US highway industry produces over 100 million tons of reclaimed asphalt pavement (RAP) through the rehabilitation and construction of the nation's roads.… (more)

Subjects/Keywords: Pavements Performance.; Pavements, Asphalt Recycling.; Pavements, Concrete.

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

APA (6th Edition):

Bermel, B. N. (2011). Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement. (Thesis). Montana State University. Retrieved from http://scholarworks.montana.edu/xmlui/handle/1/913

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):

Bermel, Bethany Noel. “Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement.” 2011. Thesis, Montana State University. Accessed September 22, 2017. http://scholarworks.montana.edu/xmlui/handle/1/913.

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

MLA Handbook (7th Edition):

Bermel, Bethany Noel. “Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement.” 2011. Web. 22 Sep 2017.

Vancouver:

Bermel BN. Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement. [Internet] [Thesis]. Montana State University; 2011. [cited 2017 Sep 22]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/913.

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

Council of Science Editors:

Bermel BN. Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement. [Thesis]. Montana State University; 2011. Available from: http://scholarworks.montana.edu/xmlui/handle/1/913

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


West Virginia University

2. Murphy, Mackenzie R. Warm-mix asphalt state of the art and best practices.

Degree: 2010, West Virginia University

 Warm-mix asphalt (WMA), an up and coming technology in the pavement industry, permits the lowering of production and placement temperatures by 35°F to 100°F less… (more)

Subjects/Keywords: Pavements; Asphalt.

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APA (6th Edition):

Murphy, M. R. (2010). Warm-mix asphalt state of the art and best practices. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445

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):

Murphy, Mackenzie R. “Warm-mix asphalt state of the art and best practices.” 2010. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445.

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

MLA Handbook (7th Edition):

Murphy, Mackenzie R. “Warm-mix asphalt state of the art and best practices.” 2010. Web. 22 Sep 2017.

Vancouver:

Murphy MR. Warm-mix asphalt state of the art and best practices. [Internet] [Thesis]. West Virginia University; 2010. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445.

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

Council of Science Editors:

Murphy MR. Warm-mix asphalt state of the art and best practices. [Thesis]. West Virginia University; 2010. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445

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

3. Beskou, Niki. Δυναμική απόκριση τρισδιάστατων εύκαμπτων οδοστρωμάτων σε κινούμενα οχήματα με μέθοδο πεπερασμένων στοιχείων.

Degree: 2016, University of Patras; Πανεπιστήμιο Πατρών

 In this thesis, a unified methodology for the determination of the dynamic response of three-dimensional flexible pavements to moving with constant speed vehicles is presented.… (more)

Subjects/Keywords: Οδοστρώματα; Pavements

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APA (6th Edition):

Beskou, N. (2016). Δυναμική απόκριση τρισδιάστατων εύκαμπτων οδοστρωμάτων σε κινούμενα οχήματα με μέθοδο πεπερασμένων στοιχείων. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/38955

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):

Beskou, Niki. “Δυναμική απόκριση τρισδιάστατων εύκαμπτων οδοστρωμάτων σε κινούμενα οχήματα με μέθοδο πεπερασμένων στοιχείων.” 2016. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed September 22, 2017. http://hdl.handle.net/10442/hedi/38955.

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

MLA Handbook (7th Edition):

Beskou, Niki. “Δυναμική απόκριση τρισδιάστατων εύκαμπτων οδοστρωμάτων σε κινούμενα οχήματα με μέθοδο πεπερασμένων στοιχείων.” 2016. Web. 22 Sep 2017.

Vancouver:

Beskou N. Δυναμική απόκριση τρισδιάστατων εύκαμπτων οδοστρωμάτων σε κινούμενα οχήματα με μέθοδο πεπερασμένων στοιχείων. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10442/hedi/38955.

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

Council of Science Editors:

Beskou N. Δυναμική απόκριση τρισδιάστατων εύκαμπτων οδοστρωμάτων σε κινούμενα οχήματα με μέθοδο πεπερασμένων στοιχείων. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2016. Available from: http://hdl.handle.net/10442/hedi/38955

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


The Ohio State University

4. Lin, Sheng Shong. An application of dimensional analysis to flexible pavement and overlay design.

Degree: PhD, Graduate School, 1978, The Ohio State University

Subjects/Keywords: Engineering; Pavements; Pavements

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

APA (6th Edition):

Lin, S. S. (1978). An application of dimensional analysis to flexible pavement and overlay design. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487072494848202

Chicago Manual of Style (16th Edition):

Lin, Sheng Shong. “An application of dimensional analysis to flexible pavement and overlay design.” 1978. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487072494848202.

MLA Handbook (7th Edition):

Lin, Sheng Shong. “An application of dimensional analysis to flexible pavement and overlay design.” 1978. Web. 22 Sep 2017.

Vancouver:

Lin SS. An application of dimensional analysis to flexible pavement and overlay design. [Internet] [Doctoral dissertation]. The Ohio State University; 1978. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487072494848202.

Council of Science Editors:

Lin SS. An application of dimensional analysis to flexible pavement and overlay design. [Doctoral Dissertation]. The Ohio State University; 1978. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487072494848202


Georgia Tech

5. Papadopoulos, Efthymios. Performance of unbound aggregate bases and implications for inverted base pavements.

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

 The current economic situation has severely affected the US road infrastructure and funding has become inadequate for either maintenance or future growth. The inverted base… (more)

Subjects/Keywords: Inverted pavements; Granular bases; True triaxial; Pavements; Geomaterials; Pavements, Flexible; Granular materials; Pavements Subgrades

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

APA (6th Edition):

Papadopoulos, E. (2014). Performance of unbound aggregate bases and implications for inverted base pavements. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/51846

Chicago Manual of Style (16th Edition):

Papadopoulos, Efthymios. “Performance of unbound aggregate bases and implications for inverted base pavements.” 2014. Doctoral Dissertation, Georgia Tech. Accessed September 22, 2017. http://hdl.handle.net/1853/51846.

MLA Handbook (7th Edition):

Papadopoulos, Efthymios. “Performance of unbound aggregate bases and implications for inverted base pavements.” 2014. Web. 22 Sep 2017.

Vancouver:

Papadopoulos E. Performance of unbound aggregate bases and implications for inverted base pavements. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1853/51846.

Council of Science Editors:

Papadopoulos E. Performance of unbound aggregate bases and implications for inverted base pavements. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/51846


University of New South Wales

6. Craciun, Ovidiu. Matric suction response of unbound granular base materials subject to cyclic loading.

Degree: Engineering & Information Technology, 2009, University of New South Wales

 The emergence of analytically-based pavement design has encouraged investigations toward a better understanding of the behaviour of pavement layers under cyclic loading. Unbound granular base… (more)

Subjects/Keywords: Pavements : subgrades, testing; Pavements : design and construction; Pavements : materials, testing; Pavements : performance, testing

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APA (6th Edition):

Craciun, O. (2009). Matric suction response of unbound granular base materials subject to cyclic loading. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/43927

Chicago Manual of Style (16th Edition):

Craciun, Ovidiu. “Matric suction response of unbound granular base materials subject to cyclic loading.” 2009. Doctoral Dissertation, University of New South Wales. Accessed September 22, 2017. http://handle.unsw.edu.au/1959.4/43927.

MLA Handbook (7th Edition):

Craciun, Ovidiu. “Matric suction response of unbound granular base materials subject to cyclic loading.” 2009. Web. 22 Sep 2017.

Vancouver:

Craciun O. Matric suction response of unbound granular base materials subject to cyclic loading. [Internet] [Doctoral dissertation]. University of New South Wales; 2009. [cited 2017 Sep 22]. Available from: http://handle.unsw.edu.au/1959.4/43927.

Council of Science Editors:

Craciun O. Matric suction response of unbound granular base materials subject to cyclic loading. [Doctoral Dissertation]. University of New South Wales; 2009. Available from: http://handle.unsw.edu.au/1959.4/43927


Ryerson University

7. Gulfam E. Jannat. Database Development For Ontario's Local Calibration Of Mechanistic – Empirical Pavement Design Guide (MEPDG) Distress Models.

Degree: MASc, Civil and Environmental Engineering, 2013, Ryerson University

 The AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG) includes empirical distress models that need both global and local calibrations. The local calibration requires developing a database… (more)

Subjects/Keywords: Pavements  – Design and construction  – Dagabases; Pavements  – Ontario  – Databases; Pavements  – Performance; Pavements  – Performance  – Prediction.

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APA (6th Edition):

Jannat, G. E. (2013). Database Development For Ontario's Local Calibration Of Mechanistic – Empirical Pavement Design Guide (MEPDG) Distress Models. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A1461 ;

Chicago Manual of Style (16th Edition):

Jannat, Gulfam E.. “Database Development For Ontario's Local Calibration Of Mechanistic – Empirical Pavement Design Guide (MEPDG) Distress Models.” 2013. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A1461 ;.

MLA Handbook (7th Edition):

Jannat, Gulfam E.. “Database Development For Ontario's Local Calibration Of Mechanistic – Empirical Pavement Design Guide (MEPDG) Distress Models.” 2013. Web. 22 Sep 2017.

Vancouver:

Jannat GE. Database Development For Ontario's Local Calibration Of Mechanistic – Empirical Pavement Design Guide (MEPDG) Distress Models. [Internet] [Masters thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A1461 ;.

Council of Science Editors:

Jannat GE. Database Development For Ontario's Local Calibration Of Mechanistic – Empirical Pavement Design Guide (MEPDG) Distress Models. [Masters Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A1461 ;


Ryerson University

8. Wais Mehdawi. Mechanistic-empirical approach to evaluate new and rehabilitated flexible pavements.

Degree: MEng, Civil Engineering, 2010, Ryerson University

 The Mechanistic-Empirical Design provides more insight into pavement behaviour and performance than the 1993 AASHTO empirical method. The new Mechanistic-Empirical Pavement Design Guide (MEPDG) developed… (more)

Subjects/Keywords: Pavements; Road materials

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APA (6th Edition):

Mehdawi, W. (2010). Mechanistic-empirical approach to evaluate new and rehabilitated flexible pavements. (Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A834 ;

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):

Mehdawi, Wais. “Mechanistic-empirical approach to evaluate new and rehabilitated flexible pavements.” 2010. Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A834 ;.

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

MLA Handbook (7th Edition):

Mehdawi, Wais. “Mechanistic-empirical approach to evaluate new and rehabilitated flexible pavements.” 2010. Web. 22 Sep 2017.

Vancouver:

Mehdawi W. Mechanistic-empirical approach to evaluate new and rehabilitated flexible pavements. [Internet] [Thesis]. Ryerson University; 2010. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A834 ;.

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

Council of Science Editors:

Mehdawi W. Mechanistic-empirical approach to evaluate new and rehabilitated flexible pavements. [Thesis]. Ryerson University; 2010. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A834 ;

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


Stellenbosch University

9. Ntirenganya, Naphtal. An investigation of the interlayer adhesion strength between the granular base and lightly cemented subbase and its influence on the pavement performance.

Degree: MEng, Civil Engineering, 2015, Stellenbosch University

ENGLISH ABSTRACT: Long term performance of a road pavement structure is significantly influenced by its potential to distribute traffic loading from the surface to the… (more)

Subjects/Keywords: Road pavements structure; Pavements  – Interlayer adhesion conditions; Pavements  – Defects; UCTD

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APA (6th Edition):

Ntirenganya, N. (2015). An investigation of the interlayer adhesion strength between the granular base and lightly cemented subbase and its influence on the pavement performance. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96689

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):

Ntirenganya, Naphtal. “An investigation of the interlayer adhesion strength between the granular base and lightly cemented subbase and its influence on the pavement performance.” 2015. Thesis, Stellenbosch University. Accessed September 22, 2017. http://hdl.handle.net/10019.1/96689.

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

MLA Handbook (7th Edition):

Ntirenganya, Naphtal. “An investigation of the interlayer adhesion strength between the granular base and lightly cemented subbase and its influence on the pavement performance.” 2015. Web. 22 Sep 2017.

Vancouver:

Ntirenganya N. An investigation of the interlayer adhesion strength between the granular base and lightly cemented subbase and its influence on the pavement performance. [Internet] [Thesis]. Stellenbosch University; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10019.1/96689.

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

Council of Science Editors:

Ntirenganya N. An investigation of the interlayer adhesion strength between the granular base and lightly cemented subbase and its influence on the pavement performance. [Thesis]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/96689

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


West Virginia University

10. Rudolph, Andrew. Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt.

Degree: 2006, West Virginia University

 Pavement performance depends on the quality of the material, the mix design, and construction. The objectives of pavement construction are to place the material with… (more)

Subjects/Keywords: Pavements, Asphalt – Evaluation.; Pavements, Asphalt – Testing.; Asphalt – Density.; Pavements, Asphalt – Specifications – West Virginia.

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

APA (6th Edition):

Rudolph, A. (2006). Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248

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):

Rudolph, Andrew. “Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt.” 2006. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248.

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

MLA Handbook (7th Edition):

Rudolph, Andrew. “Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt.” 2006. Web. 22 Sep 2017.

Vancouver:

Rudolph A. Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt. [Internet] [Thesis]. West Virginia University; 2006. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248.

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

Council of Science Editors:

Rudolph A. Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt. [Thesis]. West Virginia University; 2006. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248

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


Ryerson University

11. Omar M. Sharif. Life cycle costing analysis using the mechanistic-empirical pavement design guide for flexible pavements.

Degree: MEng, 2013, Ryerson University

 The Mechanistic-Empirical Pavement Design Guide (MEPDG), developed by the American Association of State Highway and Transportation Officials (AASHTO) under the directive of the U.S. National… (more)

Subjects/Keywords: Pavements , Flexible  – Testing; Life cycle costing; Pavements, Flexible  – Construction and design; Pavements, Flexible – Evaluation

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

APA (6th Edition):

Sharif, O. M. (2013). Life cycle costing analysis using the mechanistic-empirical pavement design guide for flexible pavements. (Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A2725 ;

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):

Sharif, Omar M.. “Life cycle costing analysis using the mechanistic-empirical pavement design guide for flexible pavements.” 2013. Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A2725 ;.

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

MLA Handbook (7th Edition):

Sharif, Omar M.. “Life cycle costing analysis using the mechanistic-empirical pavement design guide for flexible pavements.” 2013. Web. 22 Sep 2017.

Vancouver:

Sharif OM. Life cycle costing analysis using the mechanistic-empirical pavement design guide for flexible pavements. [Internet] [Thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2725 ;.

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

Council of Science Editors:

Sharif OM. Life cycle costing analysis using the mechanistic-empirical pavement design guide for flexible pavements. [Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2725 ;

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


Ryerson University

12. Sohail Afzal. Pavement Evaluation Strategies and Ways to Improve the Performance of Asphalt Overlays.

Degree: MEng, Civil Engineering, 2013, Ryerson University

 Highway rehabilitation is a blooming industry in the world and in particular North America. Highway agencies over the years have experienced problems in addressing pavement… (more)

Subjects/Keywords: Pavements  – Ontario  – Evaluation; Pavements  – Ontario  – Maintenance and repair; Pavements  – Overlays. Asphalt  – Additives  – Testing

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

APA (6th Edition):

Afzal, S. (2013). Pavement Evaluation Strategies and Ways to Improve the Performance of Asphalt Overlays. (Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A2440 ;

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):

Afzal, Sohail. “Pavement Evaluation Strategies and Ways to Improve the Performance of Asphalt Overlays.” 2013. Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A2440 ;.

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

MLA Handbook (7th Edition):

Afzal, Sohail. “Pavement Evaluation Strategies and Ways to Improve the Performance of Asphalt Overlays.” 2013. Web. 22 Sep 2017.

Vancouver:

Afzal S. Pavement Evaluation Strategies and Ways to Improve the Performance of Asphalt Overlays. [Internet] [Thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2440 ;.

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

Council of Science Editors:

Afzal S. Pavement Evaluation Strategies and Ways to Improve the Performance of Asphalt Overlays. [Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2440 ;

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


Ryerson University

13. Muzaffar Hassan. Flexible Pavement Performance Evaluation in Ontario: an Overview.

Degree: MEng, Civil Engineering, 2013, Ryerson University

 Measuring pavement performance is a major component of the pavement management system. It assists in decision-making for finding the optimum strategies to provide, evaluate, and… (more)

Subjects/Keywords: Pavements; Flexible  – Performance  – Ontario; Pavements; Flexible  – Ontario  – Evaluation. Pavements; Flexible  – Ontario  – Maintenance and repair  – Management.

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

APA (6th Edition):

Hassan, M. (2013). Flexible Pavement Performance Evaluation in Ontario: an Overview. (Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A2385 ;

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):

Hassan, Muzaffar. “Flexible Pavement Performance Evaluation in Ontario: an Overview.” 2013. Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A2385 ;.

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

MLA Handbook (7th Edition):

Hassan, Muzaffar. “Flexible Pavement Performance Evaluation in Ontario: an Overview.” 2013. Web. 22 Sep 2017.

Vancouver:

Hassan M. Flexible Pavement Performance Evaluation in Ontario: an Overview. [Internet] [Thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2385 ;.

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

Council of Science Editors:

Hassan M. Flexible Pavement Performance Evaluation in Ontario: an Overview. [Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2385 ;

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


Ryerson University

14. Huan Chen. Evaluation of Finite Element Software for Pavement Stress Analysis.

Degree: MEng, Civil Engineering, 2013, Ryerson University

 Different approaches are usually taken when designing flexible and rigid pavement: the rigid concrete slab carries major portion of the traffic load; while for flexible… (more)

Subjects/Keywords: Pavements  – Design and construction; Pavements  – Mathematical models; Pavements  – Testing  – Computer programs; Finite element method

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

APA (6th Edition):

Chen, H. (2013). Evaluation of Finite Element Software for Pavement Stress Analysis. (Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A2267 ;

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

Chicago Manual of Style (16th Edition):

Chen, Huan. “Evaluation of Finite Element Software for Pavement Stress Analysis.” 2013. Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A2267 ;.

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

MLA Handbook (7th Edition):

Chen, Huan. “Evaluation of Finite Element Software for Pavement Stress Analysis.” 2013. Web. 22 Sep 2017.

Vancouver:

Chen H. Evaluation of Finite Element Software for Pavement Stress Analysis. [Internet] [Thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2267 ;.

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

Council of Science Editors:

Chen H. Evaluation of Finite Element Software for Pavement Stress Analysis. [Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2267 ;

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


University of New Mexico

15. Cordova, Arturo Adrian. A framework for assessing and improving quality of data from visual evaluation of asset conditions.

Degree: Civil Engineering, 2010, University of New Mexico

 Investments in transportation infrastructure assets are among the largest investments made by governmental agencies. Besides requiring a large investment for design and construction, transportation infrastructure… (more)

Subjects/Keywords: Pavements – Evaluation – Data processing; Pavements – Evaluation – Quality control; Pavements – Maintenance and repair – Quality control.

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

APA (6th Edition):

Cordova, A. A. (2010). A framework for assessing and improving quality of data from visual evaluation of asset conditions. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/11136

Chicago Manual of Style (16th Edition):

Cordova, Arturo Adrian. “A framework for assessing and improving quality of data from visual evaluation of asset conditions.” 2010. Masters Thesis, University of New Mexico. Accessed September 22, 2017. http://hdl.handle.net/1928/11136.

MLA Handbook (7th Edition):

Cordova, Arturo Adrian. “A framework for assessing and improving quality of data from visual evaluation of asset conditions.” 2010. Web. 22 Sep 2017.

Vancouver:

Cordova AA. A framework for assessing and improving quality of data from visual evaluation of asset conditions. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1928/11136.

Council of Science Editors:

Cordova AA. A framework for assessing and improving quality of data from visual evaluation of asset conditions. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/11136


West Virginia University

16. Adamah, Cornelius. Effect of compaction effort on SuperPave base course materials.

Degree: 2009, West Virginia University

 SuperPave mixes have performed well with in West Virginia, especially with respect to permanent deformation. Recent studies raise concerns with premature fatigue cracking and difficulty… (more)

Subjects/Keywords: Pavements, Asphalt concrete – Cracking.; Compacting.

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APA (6th Edition):

Adamah, C. (2009). Effect of compaction effort on SuperPave base course materials. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091

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):

Adamah, Cornelius. “Effect of compaction effort on SuperPave base course materials.” 2009. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091.

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

MLA Handbook (7th Edition):

Adamah, Cornelius. “Effect of compaction effort on SuperPave base course materials.” 2009. Web. 22 Sep 2017.

Vancouver:

Adamah C. Effect of compaction effort on SuperPave base course materials. [Internet] [Thesis]. West Virginia University; 2009. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091.

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

Council of Science Editors:

Adamah C. Effect of compaction effort on SuperPave base course materials. [Thesis]. West Virginia University; 2009. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091

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


West Virginia University

17. Hornbeck, Nicholas C. Effect of compaction effort on Superpave surface course materials.

Degree: 2008, West Virginia University

 SuperPave mixes have performed well with in West Virginia, especially with respects to permanent deformation. Recent studies raise concerns with premature fatigue cracking and difficulty… (more)

Subjects/Keywords: Pavements, Asphalt – Testing.; Compacting.

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APA (6th Edition):

Hornbeck, N. C. (2008). Effect of compaction effort on Superpave surface course materials. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960

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):

Hornbeck, Nicholas C. “Effect of compaction effort on Superpave surface course materials.” 2008. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960.

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

MLA Handbook (7th Edition):

Hornbeck, Nicholas C. “Effect of compaction effort on Superpave surface course materials.” 2008. Web. 22 Sep 2017.

Vancouver:

Hornbeck NC. Effect of compaction effort on Superpave surface course materials. [Internet] [Thesis]. West Virginia University; 2008. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960.

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

Council of Science Editors:

Hornbeck NC. Effect of compaction effort on Superpave surface course materials. [Thesis]. West Virginia University; 2008. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960

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


West Virginia University

18. Orobio, Armando. Sensitivity analysis of flexible pavement performance parameters in the mechanistic-empirical design guide.

Degree: 2010, West Virginia University

 The Mechanistic-Empirical Pavement Design Guide (MEPDG) was the result of NCHRP project 1-37A. This is a mechanistic-empirical pavement design procedure which uses mechanistic and empirical… (more)

Subjects/Keywords: Pavements – Testing – Computer programs.

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APA (6th Edition):

Orobio, A. (2010). Sensitivity analysis of flexible pavement performance parameters in the mechanistic-empirical design guide. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23681

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):

Orobio, Armando. “Sensitivity analysis of flexible pavement performance parameters in the mechanistic-empirical design guide.” 2010. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23681.

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

MLA Handbook (7th Edition):

Orobio, Armando. “Sensitivity analysis of flexible pavement performance parameters in the mechanistic-empirical design guide.” 2010. Web. 22 Sep 2017.

Vancouver:

Orobio A. Sensitivity analysis of flexible pavement performance parameters in the mechanistic-empirical design guide. [Internet] [Thesis]. West Virginia University; 2010. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23681.

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

Council of Science Editors:

Orobio A. Sensitivity analysis of flexible pavement performance parameters in the mechanistic-empirical design guide. [Thesis]. West Virginia University; 2010. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23681

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


West Virginia University

19. Ibraheem, Abdullah E. Innovative applications of ground penetrating radar in civil engineering.

Degree: 2011, West Virginia University

 Ground-Penetrating Radar (GPR) has traditionally been used as a fast noninvasive technique to detect buried objects in soils, estimate depth of reflecting objects, detect voids… (more)

Subjects/Keywords: Ground penetrating radar.; Pavements – Testing.

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APA (6th Edition):

Ibraheem, A. E. (2011). Innovative applications of ground penetrating radar in civil engineering. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=24632

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):

Ibraheem, Abdullah E. “Innovative applications of ground penetrating radar in civil engineering.” 2011. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=24632.

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

MLA Handbook (7th Edition):

Ibraheem, Abdullah E. “Innovative applications of ground penetrating radar in civil engineering.” 2011. Web. 22 Sep 2017.

Vancouver:

Ibraheem AE. Innovative applications of ground penetrating radar in civil engineering. [Internet] [Thesis]. West Virginia University; 2011. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=24632.

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

Council of Science Editors:

Ibraheem AE. Innovative applications of ground penetrating radar in civil engineering. [Thesis]. West Virginia University; 2011. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=24632

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


The Ohio State University

20. Chevapravatdumrong, Wichai. Analysis and design of continuously reinforced concrete pavements.

Degree: PhD, Graduate School, 1981, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

Chevapravatdumrong, W. (1981). Analysis and design of continuously reinforced concrete pavements. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487154578122795

Chicago Manual of Style (16th Edition):

Chevapravatdumrong, Wichai. “Analysis and design of continuously reinforced concrete pavements.” 1981. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487154578122795.

MLA Handbook (7th Edition):

Chevapravatdumrong, Wichai. “Analysis and design of continuously reinforced concrete pavements.” 1981. Web. 22 Sep 2017.

Vancouver:

Chevapravatdumrong W. Analysis and design of continuously reinforced concrete pavements. [Internet] [Doctoral dissertation]. The Ohio State University; 1981. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487154578122795.

Council of Science Editors:

Chevapravatdumrong W. Analysis and design of continuously reinforced concrete pavements. [Doctoral Dissertation]. The Ohio State University; 1981. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487154578122795


The Ohio State University

21. El-Laithy, Ahmed Mohamed. Finite element analysis of bimodular cross-anisotropic multi-layered systems.

Degree: PhD, Graduate School, 1982, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

El-Laithy, A. M. (1982). Finite element analysis of bimodular cross-anisotropic multi-layered systems. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487174555005666

Chicago Manual of Style (16th Edition):

El-Laithy, Ahmed Mohamed. “Finite element analysis of bimodular cross-anisotropic multi-layered systems.” 1982. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487174555005666.

MLA Handbook (7th Edition):

El-Laithy, Ahmed Mohamed. “Finite element analysis of bimodular cross-anisotropic multi-layered systems.” 1982. Web. 22 Sep 2017.

Vancouver:

El-Laithy AM. Finite element analysis of bimodular cross-anisotropic multi-layered systems. [Internet] [Doctoral dissertation]. The Ohio State University; 1982. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487174555005666.

Council of Science Editors:

El-Laithy AM. Finite element analysis of bimodular cross-anisotropic multi-layered systems. [Doctoral Dissertation]. The Ohio State University; 1982. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487174555005666


The Ohio State University

22. Chang, Thomas Yeong-Hwa. Probabilistic approach to pavement system analysis.

Degree: PhD, Graduate School, 1974, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

Chang, T. Y. (1974). Probabilistic approach to pavement system analysis. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486980617304113

Chicago Manual of Style (16th Edition):

Chang, Thomas Yeong-Hwa. “Probabilistic approach to pavement system analysis.” 1974. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486980617304113.

MLA Handbook (7th Edition):

Chang, Thomas Yeong-Hwa. “Probabilistic approach to pavement system analysis.” 1974. Web. 22 Sep 2017.

Vancouver:

Chang TY. Probabilistic approach to pavement system analysis. [Internet] [Doctoral dissertation]. The Ohio State University; 1974. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486980617304113.

Council of Science Editors:

Chang TY. Probabilistic approach to pavement system analysis. [Doctoral Dissertation]. The Ohio State University; 1974. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486980617304113


The Ohio State University

23. Chang, Che-Wei Wayne. A method for the prediction of initial-stage performance of CRC pavements.

Degree: PhD, Graduate School, 1974, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

Chang, C. W. (1974). A method for the prediction of initial-stage performance of CRC pavements. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486986969537503

Chicago Manual of Style (16th Edition):

Chang, Che-Wei Wayne. “A method for the prediction of initial-stage performance of CRC pavements.” 1974. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486986969537503.

MLA Handbook (7th Edition):

Chang, Che-Wei Wayne. “A method for the prediction of initial-stage performance of CRC pavements.” 1974. Web. 22 Sep 2017.

Vancouver:

Chang CW. A method for the prediction of initial-stage performance of CRC pavements. [Internet] [Doctoral dissertation]. The Ohio State University; 1974. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486986969537503.

Council of Science Editors:

Chang CW. A method for the prediction of initial-stage performance of CRC pavements. [Doctoral Dissertation]. The Ohio State University; 1974. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486986969537503


The Ohio State University

24. Makdisi-Ilyas, Faiz. A study of fatigue models for asphalt concrete pavements under variable temperature conditions.

Degree: PhD, Graduate School, 1975, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

Makdisi-Ilyas, F. (1975). A study of fatigue models for asphalt concrete pavements under variable temperature conditions. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486998116225169

Chicago Manual of Style (16th Edition):

Makdisi-Ilyas, Faiz. “A study of fatigue models for asphalt concrete pavements under variable temperature conditions.” 1975. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486998116225169.

MLA Handbook (7th Edition):

Makdisi-Ilyas, Faiz. “A study of fatigue models for asphalt concrete pavements under variable temperature conditions.” 1975. Web. 22 Sep 2017.

Vancouver:

Makdisi-Ilyas F. A study of fatigue models for asphalt concrete pavements under variable temperature conditions. [Internet] [Doctoral dissertation]. The Ohio State University; 1975. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486998116225169.

Council of Science Editors:

Makdisi-Ilyas F. A study of fatigue models for asphalt concrete pavements under variable temperature conditions. [Doctoral Dissertation]. The Ohio State University; 1975. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486998116225169


The Ohio State University

25. Abdulshafi, Osama A. Rational material characterization of asphaltic concrete pavements.

Degree: PhD, Graduate School, 1983, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

Abdulshafi, O. A. (1983). Rational material characterization of asphaltic concrete pavements. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487245320874351

Chicago Manual of Style (16th Edition):

Abdulshafi, Osama A. “Rational material characterization of asphaltic concrete pavements.” 1983. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487245320874351.

MLA Handbook (7th Edition):

Abdulshafi, Osama A. “Rational material characterization of asphaltic concrete pavements.” 1983. Web. 22 Sep 2017.

Vancouver:

Abdulshafi OA. Rational material characterization of asphaltic concrete pavements. [Internet] [Doctoral dissertation]. The Ohio State University; 1983. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487245320874351.

Council of Science Editors:

Abdulshafi OA. Rational material characterization of asphaltic concrete pavements. [Doctoral Dissertation]. The Ohio State University; 1983. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487245320874351


The Ohio State University

26. Suckarieh, George G. Design of flexible overlays over rigid pavements.

Degree: PhD, Graduate School, 1976, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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APA (6th Edition):

Suckarieh, G. G. (1976). Design of flexible overlays over rigid pavements. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487063539785604

Chicago Manual of Style (16th Edition):

Suckarieh, George G. “Design of flexible overlays over rigid pavements.” 1976. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487063539785604.

MLA Handbook (7th Edition):

Suckarieh, George G. “Design of flexible overlays over rigid pavements.” 1976. Web. 22 Sep 2017.

Vancouver:

Suckarieh GG. Design of flexible overlays over rigid pavements. [Internet] [Doctoral dissertation]. The Ohio State University; 1976. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487063539785604.

Council of Science Editors:

Suckarieh GG. Design of flexible overlays over rigid pavements. [Doctoral Dissertation]. The Ohio State University; 1976. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487063539785604


The Ohio State University

27. Bhatia, Anandbir Singh. Mathematical modeling for design of rigid pavements .

Degree: PhD, Graduate School, 1978, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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

APA (6th Edition):

Bhatia, A. S. (1978). Mathematical modeling for design of rigid pavements . (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487073463651002

Chicago Manual of Style (16th Edition):

Bhatia, Anandbir Singh. “Mathematical modeling for design of rigid pavements .” 1978. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487073463651002.

MLA Handbook (7th Edition):

Bhatia, Anandbir Singh. “Mathematical modeling for design of rigid pavements .” 1978. Web. 22 Sep 2017.

Vancouver:

Bhatia AS. Mathematical modeling for design of rigid pavements . [Internet] [Doctoral dissertation]. The Ohio State University; 1978. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487073463651002.

Council of Science Editors:

Bhatia AS. Mathematical modeling for design of rigid pavements . [Doctoral Dissertation]. The Ohio State University; 1978. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487073463651002


The Ohio State University

28. Karakouzian, Moses. A simplified method for material testing and design of pavement systems.

Degree: PhD, Graduate School, 1978, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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

APA (6th Edition):

Karakouzian, M. (1978). A simplified method for material testing and design of pavement systems. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487077030854985

Chicago Manual of Style (16th Edition):

Karakouzian, Moses. “A simplified method for material testing and design of pavement systems.” 1978. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487077030854985.

MLA Handbook (7th Edition):

Karakouzian, Moses. “A simplified method for material testing and design of pavement systems.” 1978. Web. 22 Sep 2017.

Vancouver:

Karakouzian M. A simplified method for material testing and design of pavement systems. [Internet] [Doctoral dissertation]. The Ohio State University; 1978. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487077030854985.

Council of Science Editors:

Karakouzian M. A simplified method for material testing and design of pavement systems. [Doctoral Dissertation]. The Ohio State University; 1978. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487077030854985


The Ohio State University

29. Khedr, Safwan Abbas H. Residual characteristics of untreated granular base course and subgrade soils.

Degree: PhD, Graduate School, 1979, The Ohio State University

Subjects/Keywords: Engineering; Pavements

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

APA (6th Edition):

Khedr, S. A. H. (1979). Residual characteristics of untreated granular base course and subgrade soils. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487085764394547

Chicago Manual of Style (16th Edition):

Khedr, Safwan Abbas H. “Residual characteristics of untreated granular base course and subgrade soils.” 1979. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487085764394547.

MLA Handbook (7th Edition):

Khedr, Safwan Abbas H. “Residual characteristics of untreated granular base course and subgrade soils.” 1979. Web. 22 Sep 2017.

Vancouver:

Khedr SAH. Residual characteristics of untreated granular base course and subgrade soils. [Internet] [Doctoral dissertation]. The Ohio State University; 1979. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487085764394547.

Council of Science Editors:

Khedr SAH. Residual characteristics of untreated granular base course and subgrade soils. [Doctoral Dissertation]. The Ohio State University; 1979. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487085764394547


The Ohio State University

30. Elmitiny, Mohamad Rashad N. Material characterization for studying flexible pavement behavior in fatigue and permanent deformation.

Degree: PhD, Graduate School, 1980, The Ohio State University

Subjects/Keywords: Engineering; Pavements

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Elmitiny, M. R. N. (1980). Material characterization for studying flexible pavement behavior in fatigue and permanent deformation. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487091559669586

Chicago Manual of Style (16th Edition):

Elmitiny, Mohamad Rashad N. “Material characterization for studying flexible pavement behavior in fatigue and permanent deformation.” 1980. Doctoral Dissertation, The Ohio State University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487091559669586.

MLA Handbook (7th Edition):

Elmitiny, Mohamad Rashad N. “Material characterization for studying flexible pavement behavior in fatigue and permanent deformation.” 1980. Web. 22 Sep 2017.

Vancouver:

Elmitiny MRN. Material characterization for studying flexible pavement behavior in fatigue and permanent deformation. [Internet] [Doctoral dissertation]. The Ohio State University; 1980. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487091559669586.

Council of Science Editors:

Elmitiny MRN. Material characterization for studying flexible pavement behavior in fatigue and permanent deformation. [Doctoral Dissertation]. The Ohio State University; 1980. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487091559669586

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