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You searched for subject:(Concrete pavements). Showing records 1 – 30 of 206 total matches.

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Montana State University

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

Degree: College of Engineering, 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 https://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 August 25, 2019. https://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. 25 Aug 2019.

Vancouver:

Bermel BN. Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement. [Internet] [Thesis]. Montana State University; 2011. [cited 2019 Aug 25]. Available from: https://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: https://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


Louisiana State University

2. Dylla, Heather Lee. Quantification of the environmental impact of titanium dioxide photocatalytic pavements for air pollution remediation.

Degree: PhD, Engineering Science and Materials, 2013, Louisiana State University

  Photocatalytic concrete pavements are a promising technology for mobile source air pollution remediation, however before widespread application of this technology is realized many unanswered… (more)

Subjects/Keywords: Concrete Pavements; TiO2 Nanoparticles; Photocatalytic Pavements

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APA (6th Edition):

Dylla, H. L. (2013). Quantification of the environmental impact of titanium dioxide photocatalytic pavements for air pollution remediation. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04152013-143203 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2658

Chicago Manual of Style (16th Edition):

Dylla, Heather Lee. “Quantification of the environmental impact of titanium dioxide photocatalytic pavements for air pollution remediation.” 2013. Doctoral Dissertation, Louisiana State University. Accessed August 25, 2019. etd-04152013-143203 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2658.

MLA Handbook (7th Edition):

Dylla, Heather Lee. “Quantification of the environmental impact of titanium dioxide photocatalytic pavements for air pollution remediation.” 2013. Web. 25 Aug 2019.

Vancouver:

Dylla HL. Quantification of the environmental impact of titanium dioxide photocatalytic pavements for air pollution remediation. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2019 Aug 25]. Available from: etd-04152013-143203 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2658.

Council of Science Editors:

Dylla HL. Quantification of the environmental impact of titanium dioxide photocatalytic pavements for air pollution remediation. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-04152013-143203 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2658


Texas A&M University

3. Liu, Juanyu. Early age delamination in concrete pavements made with gravel aggregates.

Degree: 2009, Texas A&M University

 Gravel aggregates had been used extensively in the Houston District of Texas Department of Transportation (TxDOT) for continuously reinforced concrete pavements construction for many years.… (more)

Subjects/Keywords: Delamination; concrete pavements; gravel; aggregates

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APA (6th Edition):

Liu, J. (2009). Early age delamination in concrete pavements made with gravel aggregates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1767

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):

Liu, Juanyu. “Early age delamination in concrete pavements made with gravel aggregates.” 2009. Thesis, Texas A&M University. Accessed August 25, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1767.

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

MLA Handbook (7th Edition):

Liu, Juanyu. “Early age delamination in concrete pavements made with gravel aggregates.” 2009. Web. 25 Aug 2019.

Vancouver:

Liu J. Early age delamination in concrete pavements made with gravel aggregates. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1767.

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

Council of Science Editors:

Liu J. Early age delamination in concrete pavements made with gravel aggregates. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1767

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


Georgia Tech

4. Davidson, John Francis. The design and construction of concrete pavements.

Degree: MS, Civil engineering, 1932, Georgia Tech

Subjects/Keywords: Pavements; Concrete

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APA (6th Edition):

Davidson, J. F. (1932). The design and construction of concrete pavements. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/36220

Chicago Manual of Style (16th Edition):

Davidson, John Francis. “The design and construction of concrete pavements.” 1932. Masters Thesis, Georgia Tech. Accessed August 25, 2019. http://hdl.handle.net/1853/36220.

MLA Handbook (7th Edition):

Davidson, John Francis. “The design and construction of concrete pavements.” 1932. Web. 25 Aug 2019.

Vancouver:

Davidson JF. The design and construction of concrete pavements. [Internet] [Masters thesis]. Georgia Tech; 1932. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1853/36220.

Council of Science Editors:

Davidson JF. The design and construction of concrete pavements. [Masters Thesis]. Georgia Tech; 1932. Available from: http://hdl.handle.net/1853/36220


Oregon State University

5. Matthias, Judson Stillman. Investigation of the effects of skewed contraction joints on concrete roadway slabs.

Degree: MS, Civil Engineering, 1963, Oregon State University

Subjects/Keywords: Pavements; Concrete

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APA (6th Edition):

Matthias, J. S. (1963). Investigation of the effects of skewed contraction joints on concrete roadway slabs. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/48913

Chicago Manual of Style (16th Edition):

Matthias, Judson Stillman. “Investigation of the effects of skewed contraction joints on concrete roadway slabs.” 1963. Masters Thesis, Oregon State University. Accessed August 25, 2019. http://hdl.handle.net/1957/48913.

MLA Handbook (7th Edition):

Matthias, Judson Stillman. “Investigation of the effects of skewed contraction joints on concrete roadway slabs.” 1963. Web. 25 Aug 2019.

Vancouver:

Matthias JS. Investigation of the effects of skewed contraction joints on concrete roadway slabs. [Internet] [Masters thesis]. Oregon State University; 1963. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1957/48913.

Council of Science Editors:

Matthias JS. Investigation of the effects of skewed contraction joints on concrete roadway slabs. [Masters Thesis]. Oregon State University; 1963. Available from: http://hdl.handle.net/1957/48913


University of Waterloo

6. Khanal, Shila. Pavement Performance Modeling of Unique Crosswalk Designs.

Degree: 2010, University of Waterloo

 Interlocking Concrete Pavements also known as block pavements are one of the integral parts of the pavement system in Europe. The use of ICP slowly… (more)

Subjects/Keywords: Interlocking concrete pavements crosswalks; Sensors

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APA (6th Edition):

Khanal, S. (2010). Pavement Performance Modeling of Unique Crosswalk Designs. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5406

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

Chicago Manual of Style (16th Edition):

Khanal, Shila. “Pavement Performance Modeling of Unique Crosswalk Designs.” 2010. Thesis, University of Waterloo. Accessed August 25, 2019. http://hdl.handle.net/10012/5406.

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

MLA Handbook (7th Edition):

Khanal, Shila. “Pavement Performance Modeling of Unique Crosswalk Designs.” 2010. Web. 25 Aug 2019.

Vancouver:

Khanal S. Pavement Performance Modeling of Unique Crosswalk Designs. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10012/5406.

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

Council of Science Editors:

Khanal S. Pavement Performance Modeling of Unique Crosswalk Designs. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5406

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


Michigan State University

7. Thompson, Kenneth W. A study of bituminous expansion materials for concrete pavements.

Degree: B.S., 1930, Michigan State University

Subjects/Keywords: Pavements; Concrete

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

APA (6th Edition):

Thompson, K. W. (1930). A study of bituminous expansion materials for concrete pavements. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13477

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):

Thompson, Kenneth W. “A study of bituminous expansion materials for concrete pavements.” 1930. Thesis, Michigan State University. Accessed August 25, 2019. http://etd.lib.msu.edu/islandora/object/etd:13477.

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

MLA Handbook (7th Edition):

Thompson, Kenneth W. “A study of bituminous expansion materials for concrete pavements.” 1930. Web. 25 Aug 2019.

Vancouver:

Thompson KW. A study of bituminous expansion materials for concrete pavements. [Internet] [Thesis]. Michigan State University; 1930. [cited 2019 Aug 25]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13477.

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

Council of Science Editors:

Thompson KW. A study of bituminous expansion materials for concrete pavements. [Thesis]. Michigan State University; 1930. Available from: http://etd.lib.msu.edu/islandora/object/etd:13477

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


Michigan State University

8. Devereaux, Erwin D. Comparison of the Heltzel, deformed steel and deformed steel-cap joints in concrete pavements.

Degree: 1931, Michigan State University

Subjects/Keywords: Pavements; Concrete

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APA (6th Edition):

Devereaux, E. D. (1931). Comparison of the Heltzel, deformed steel and deformed steel-cap joints in concrete pavements. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:10481

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):

Devereaux, Erwin D. “Comparison of the Heltzel, deformed steel and deformed steel-cap joints in concrete pavements.” 1931. Thesis, Michigan State University. Accessed August 25, 2019. http://etd.lib.msu.edu/islandora/object/etd:10481.

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

MLA Handbook (7th Edition):

Devereaux, Erwin D. “Comparison of the Heltzel, deformed steel and deformed steel-cap joints in concrete pavements.” 1931. Web. 25 Aug 2019.

Vancouver:

Devereaux ED. Comparison of the Heltzel, deformed steel and deformed steel-cap joints in concrete pavements. [Internet] [Thesis]. Michigan State University; 1931. [cited 2019 Aug 25]. Available from: http://etd.lib.msu.edu/islandora/object/etd:10481.

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

Council of Science Editors:

Devereaux ED. Comparison of the Heltzel, deformed steel and deformed steel-cap joints in concrete pavements. [Thesis]. Michigan State University; 1931. Available from: http://etd.lib.msu.edu/islandora/object/etd:10481

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


Michigan State University

9. Peckham, Robert Graves. An evaluation of load transfer devices in concrete pavement joints.

Degree: B.S., 1949, Michigan State University

Subjects/Keywords: Pavements; Concrete

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APA (6th Edition):

Peckham, R. G. (1949). An evaluation of load transfer devices in concrete pavement joints. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:11712

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):

Peckham, Robert Graves. “An evaluation of load transfer devices in concrete pavement joints.” 1949. Thesis, Michigan State University. Accessed August 25, 2019. http://etd.lib.msu.edu/islandora/object/etd:11712.

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

MLA Handbook (7th Edition):

Peckham, Robert Graves. “An evaluation of load transfer devices in concrete pavement joints.” 1949. Web. 25 Aug 2019.

Vancouver:

Peckham RG. An evaluation of load transfer devices in concrete pavement joints. [Internet] [Thesis]. Michigan State University; 1949. [cited 2019 Aug 25]. Available from: http://etd.lib.msu.edu/islandora/object/etd:11712.

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

Council of Science Editors:

Peckham RG. An evaluation of load transfer devices in concrete pavement joints. [Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:11712

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


Stellenbosch University

10. Gerber, Johan Andries Kritzinger. Characterization of cracks on ultra thin continuously reinforced concrete pavements.

Degree: Civil Engineering, 2011, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2011.

ENGLISH ABSTRACT: The southbound screener lane of the Heidelberg Traffic Control Centre received structural improvements by means… (more)

Subjects/Keywords: Civil engineering; Pavements, Reinforced concrete; Concrete  – Cracking

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APA (6th Edition):

Gerber, J. A. K. (2011). Characterization of cracks on ultra thin continuously reinforced concrete pavements. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6772

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):

Gerber, Johan Andries Kritzinger. “Characterization of cracks on ultra thin continuously reinforced concrete pavements.” 2011. Thesis, Stellenbosch University. Accessed August 25, 2019. http://hdl.handle.net/10019.1/6772.

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

MLA Handbook (7th Edition):

Gerber, Johan Andries Kritzinger. “Characterization of cracks on ultra thin continuously reinforced concrete pavements.” 2011. Web. 25 Aug 2019.

Vancouver:

Gerber JAK. Characterization of cracks on ultra thin continuously reinforced concrete pavements. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10019.1/6772.

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

Council of Science Editors:

Gerber JAK. Characterization of cracks on ultra thin continuously reinforced concrete pavements. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6772

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


University of New Mexico

11. Bateman, Damien. Laboratory investigation of fatigue endurance limits in asphalt concrete.

Degree: Civil Engineering, 2012, University of New Mexico

 It is believed that Hot Mix Asphalt (HMA) mixtures used in long-lasting pavements contain a threshold of strain value below which no fatigue damage occurs.… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Fatigue; Asphalt concrete – Fatigue.

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APA (6th Edition):

Bateman, D. (2012). Laboratory investigation of fatigue endurance limits in asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20805

Chicago Manual of Style (16th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Doctoral Dissertation, University of New Mexico. Accessed August 25, 2019. http://hdl.handle.net/1928/20805.

MLA Handbook (7th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Web. 25 Aug 2019.

Vancouver:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1928/20805.

Council of Science Editors:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20805


University of New Mexico

12. Kias, Evan Michael Casey. Laboratory evaluation of cracking in asphalt concrete.

Degree: Civil Engineering, 2009, University of New Mexico

 Cracking is one of the major distresses in asphalt concrete leading to high maintenance and rehabilitation costs throughout the nations pavement infrastructure. Asphalt concrete is… (more)

Subjects/Keywords: Asphalt concrete – Cracking; Asphalt concrete pavements – Cracking.

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APA (6th Edition):

Kias, E. M. C. (2009). Laboratory evaluation of cracking in asphalt concrete. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/7644

Chicago Manual of Style (16th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Masters Thesis, University of New Mexico. Accessed August 25, 2019. http://hdl.handle.net/1928/7644.

MLA Handbook (7th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Web. 25 Aug 2019.

Vancouver:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Internet] [Masters thesis]. University of New Mexico; 2009. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1928/7644.

Council of Science Editors:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Masters Thesis]. University of New Mexico; 2009. Available from: http://hdl.handle.net/1928/7644


University of Illinois – Urbana-Champaign

13. Amirkhanian, Armen N. Moisture curling in concrete with fine lightweight aggregates.

Degree: PhD, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Moisture gradient development of concrete that incorporates saturated fine lightweight aggregates (FLWA) is not well understood. When a concrete beam or slab is exposed to… (more)

Subjects/Keywords: concrete pavements; moisture gradient; concrete curling

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

APA (6th Edition):

Amirkhanian, A. N. (2016). Moisture curling in concrete with fine lightweight aggregates. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90858

Chicago Manual of Style (16th Edition):

Amirkhanian, Armen N. “Moisture curling in concrete with fine lightweight aggregates.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed August 25, 2019. http://hdl.handle.net/2142/90858.

MLA Handbook (7th Edition):

Amirkhanian, Armen N. “Moisture curling in concrete with fine lightweight aggregates.” 2016. Web. 25 Aug 2019.

Vancouver:

Amirkhanian AN. Moisture curling in concrete with fine lightweight aggregates. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2142/90858.

Council of Science Editors:

Amirkhanian AN. Moisture curling in concrete with fine lightweight aggregates. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90858


Stellenbosch University

14. George, Theresa Bernadette. Advanced characterisation of hot mix asphalt with recycled crushed glass.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: Over the last few decades, the use of glass in pavement applications has been implemented by various countries in the international community. South… (more)

Subjects/Keywords: Pavements  – Glass; Pavements, Asphalt concrete; Glass waste; UCTD; Pavements  – Design and construction

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APA (6th Edition):

George, T. B. (2018). Advanced characterisation of hot mix asphalt with recycled crushed glass. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/105074

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):

George, Theresa Bernadette. “Advanced characterisation of hot mix asphalt with recycled crushed glass.” 2018. Thesis, Stellenbosch University. Accessed August 25, 2019. http://hdl.handle.net/10019.1/105074.

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

MLA Handbook (7th Edition):

George, Theresa Bernadette. “Advanced characterisation of hot mix asphalt with recycled crushed glass.” 2018. Web. 25 Aug 2019.

Vancouver:

George TB. Advanced characterisation of hot mix asphalt with recycled crushed glass. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10019.1/105074.

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

Council of Science Editors:

George TB. Advanced characterisation of hot mix asphalt with recycled crushed glass. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/105074

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


University of Illinois – Urbana-Champaign

15. Marks, David G. Development of Residual Stress Measurement for Concrete Pavements through Cantilevered Beam Testing.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

 Knowledge of residual stresses is important in understanding and predicting a concrete pavement???s performance. However, there is not a standard test for residual stresses in… (more)

Subjects/Keywords: Concrete Residual Stress; Concrete Pavements; Concrete Surface Strain Gages; Residual Stress

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APA (6th Edition):

Marks, D. G. (2010). Development of Residual Stress Measurement for Concrete Pavements through Cantilevered Beam Testing. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/14663

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):

Marks, David G. “Development of Residual Stress Measurement for Concrete Pavements through Cantilevered Beam Testing.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed August 25, 2019. http://hdl.handle.net/2142/14663.

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

MLA Handbook (7th Edition):

Marks, David G. “Development of Residual Stress Measurement for Concrete Pavements through Cantilevered Beam Testing.” 2010. Web. 25 Aug 2019.

Vancouver:

Marks DG. Development of Residual Stress Measurement for Concrete Pavements through Cantilevered Beam Testing. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2142/14663.

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

Council of Science Editors:

Marks DG. Development of Residual Stress Measurement for Concrete Pavements through Cantilevered Beam Testing. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/14663

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


Rutgers University

16. Thakkar, Chinmay. Development of life cycle assessment tool for pavement sustainability analysis.

Degree: MS, Civil and Environmental Engineering, 2016, Rutgers University

 Motivated by the emerging importance of sustainability in transportation infrastructure, this study aims at developing a Life Cycle Assessment (LCA) tool to quantify the energy… (more)

Subjects/Keywords: Life cycle costing; Pavements, Asphalt concrete

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APA (6th Edition):

Thakkar, C. (2016). Development of life cycle assessment tool for pavement sustainability analysis. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/49340/

Chicago Manual of Style (16th Edition):

Thakkar, Chinmay. “Development of life cycle assessment tool for pavement sustainability analysis.” 2016. Masters Thesis, Rutgers University. Accessed August 25, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/49340/.

MLA Handbook (7th Edition):

Thakkar, Chinmay. “Development of life cycle assessment tool for pavement sustainability analysis.” 2016. Web. 25 Aug 2019.

Vancouver:

Thakkar C. Development of life cycle assessment tool for pavement sustainability analysis. [Internet] [Masters thesis]. Rutgers University; 2016. [cited 2019 Aug 25]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/49340/.

Council of Science Editors:

Thakkar C. Development of life cycle assessment tool for pavement sustainability analysis. [Masters Thesis]. Rutgers University; 2016. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/49340/


Rutgers University

17. Al-Saadi, Israa Fadhil Jasim, 1980-. Optimization of pavement preservation strategy considering cost and environmental impacts.

Degree: PhD, Civil and Environmental Engineering, 2018, Rutgers University

Road maintenance is crucial for the purpose of retarding deterioration of pavement, which is a complex and continuous process due to the interaction of heavy… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Design and construction

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APA (6th Edition):

Al-Saadi, Israa Fadhil Jasim, 1. (2018). Optimization of pavement preservation strategy considering cost and environmental impacts. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57465/

Chicago Manual of Style (16th Edition):

Al-Saadi, Israa Fadhil Jasim, 1980-. “Optimization of pavement preservation strategy considering cost and environmental impacts.” 2018. Doctoral Dissertation, Rutgers University. Accessed August 25, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/57465/.

MLA Handbook (7th Edition):

Al-Saadi, Israa Fadhil Jasim, 1980-. “Optimization of pavement preservation strategy considering cost and environmental impacts.” 2018. Web. 25 Aug 2019.

Vancouver:

Al-Saadi, Israa Fadhil Jasim 1. Optimization of pavement preservation strategy considering cost and environmental impacts. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2019 Aug 25]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57465/.

Council of Science Editors:

Al-Saadi, Israa Fadhil Jasim 1. Optimization of pavement preservation strategy considering cost and environmental impacts. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57465/


University of New Mexico

18. Sobien, Helen. The effect of mica on the aging of asphalt binder.

Degree: Civil Engineering, 2012, University of New Mexico

 Asphalt Concrete (AC) consists of approximately 95% aggregate, by weight. Of this 95%, about 6% is smaller than 0.075 mm in size (passing the200 sieve… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Materials; Pavements; Asphalt concrete – Performance; Asphalt emulsion mixtures; Binders (Materials) – Testing; Mica.

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APA (6th Edition):

Sobien, H. (2012). The effect of mica on the aging of asphalt binder. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20789

Chicago Manual of Style (16th Edition):

Sobien, Helen. “The effect of mica on the aging of asphalt binder.” 2012. Masters Thesis, University of New Mexico. Accessed August 25, 2019. http://hdl.handle.net/1928/20789.

MLA Handbook (7th Edition):

Sobien, Helen. “The effect of mica on the aging of asphalt binder.” 2012. Web. 25 Aug 2019.

Vancouver:

Sobien H. The effect of mica on the aging of asphalt binder. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1928/20789.

Council of Science Editors:

Sobien H. The effect of mica on the aging of asphalt binder. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20789


Stellenbosch University

19. Agnello, Nina Maria. Modelling the shrinkage behavior of recycled concrete aggregate and cement stabilised materials.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: Cement stabilisation of subbases is an effective method to increase the strength, permeability, stability and performance of a pavement structure. Stabilisation is used… (more)

Subjects/Keywords: Pavements, Concrete; Concrete  – Expansion and contraction; Structural stability; Gravel; UCTD

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APA (6th Edition):

Agnello, N. M. (2018). Modelling the shrinkage behavior of recycled concrete aggregate and cement stabilised materials. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103447

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):

Agnello, Nina Maria. “Modelling the shrinkage behavior of recycled concrete aggregate and cement stabilised materials.” 2018. Thesis, Stellenbosch University. Accessed August 25, 2019. http://hdl.handle.net/10019.1/103447.

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

MLA Handbook (7th Edition):

Agnello, Nina Maria. “Modelling the shrinkage behavior of recycled concrete aggregate and cement stabilised materials.” 2018. Web. 25 Aug 2019.

Vancouver:

Agnello NM. Modelling the shrinkage behavior of recycled concrete aggregate and cement stabilised materials. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10019.1/103447.

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

Council of Science Editors:

Agnello NM. Modelling the shrinkage behavior of recycled concrete aggregate and cement stabilised materials. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103447

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

20. Sanford, Charles W. A study on the debris found in a pervious concrete sample.

Degree: 2014, University of Tennessee – Chattanooga

 In an effort to determine how and what debris clogs well-aged pervious concrete, a fourteen-year-old pervious concrete parking lot was cored and the samples investigated.… (more)

Subjects/Keywords: Lightweight concrete  – Testing; Pavements; Concrete  – Design and construction

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APA (6th Edition):

Sanford, C. W. (2014). A study on the debris found in a pervious concrete sample. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/131

Chicago Manual of Style (16th Edition):

Sanford, Charles W. “A study on the debris found in a pervious concrete sample.” 2014. Masters Thesis, University of Tennessee – Chattanooga. Accessed August 25, 2019. https://scholar.utc.edu/theses/131.

MLA Handbook (7th Edition):

Sanford, Charles W. “A study on the debris found in a pervious concrete sample.” 2014. Web. 25 Aug 2019.

Vancouver:

Sanford CW. A study on the debris found in a pervious concrete sample. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2014. [cited 2019 Aug 25]. Available from: https://scholar.utc.edu/theses/131.

Council of Science Editors:

Sanford CW. A study on the debris found in a pervious concrete sample. [Masters Thesis]. University of Tennessee – Chattanooga; 2014. Available from: https://scholar.utc.edu/theses/131


University of Cape Town

21. Gordon, Douglas. The use of Lethabo field 2 PFA in pavement quality concrete.

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

Concrete used in pavements has to be durable to withstand the load and wear imposed by vehicles moving across it and the effects of drying… (more)

Subjects/Keywords: Concrete - Additives; Pavements, Concrete

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APA (6th Edition):

Gordon, D. (1989). The use of Lethabo field 2 PFA in pavement quality concrete. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/18792

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):

Gordon, Douglas. “The use of Lethabo field 2 PFA in pavement quality concrete.” 1989. Thesis, University of Cape Town. Accessed August 25, 2019. http://hdl.handle.net/11427/18792.

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

MLA Handbook (7th Edition):

Gordon, Douglas. “The use of Lethabo field 2 PFA in pavement quality concrete.” 1989. Web. 25 Aug 2019.

Vancouver:

Gordon D. The use of Lethabo field 2 PFA in pavement quality concrete. [Internet] [Thesis]. University of Cape Town; 1989. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/11427/18792.

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

Council of Science Editors:

Gordon D. The use of Lethabo field 2 PFA in pavement quality concrete. [Thesis]. University of Cape Town; 1989. Available from: http://hdl.handle.net/11427/18792

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


University of North Texas

22. Pati, Ardeep Ranjan. Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash.

Degree: 2010, University of North Texas

 This research presents the results on an experimental investigation to identify the effects of rebar temperature, fly ash and water to cement ratio on concrete(more)

Subjects/Keywords: Rebar; pores; fly-ash; Reinforced concrete  – Testing.; Pavements, Concrete.; Cement.; Porosity.

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APA (6th Edition):

Pati, A. R. (2010). Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc28460/

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):

Pati, Ardeep Ranjan. “Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash.” 2010. Thesis, University of North Texas. Accessed August 25, 2019. https://digital.library.unt.edu/ark:/67531/metadc28460/.

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

MLA Handbook (7th Edition):

Pati, Ardeep Ranjan. “Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash.” 2010. Web. 25 Aug 2019.

Vancouver:

Pati AR. Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash. [Internet] [Thesis]. University of North Texas; 2010. [cited 2019 Aug 25]. Available from: https://digital.library.unt.edu/ark:/67531/metadc28460/.

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

Council of Science Editors:

Pati AR. Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash. [Thesis]. University of North Texas; 2010. Available from: https://digital.library.unt.edu/ark:/67531/metadc28460/

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


Michigan State University

23. Hiller, Jacob Eskel. Optimizing the efficiency of transverse joints and cracks in roller-compacted concreted (RCC) pavements.

Degree: MS, Department of Civil and Environmental Engineering, 2000, Michigan State University

Subjects/Keywords: Pavements, Concrete – Joints; Pavements, Concrete – Cracking; Roller compacted concrete

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APA (6th Edition):

Hiller, J. E. (2000). Optimizing the efficiency of transverse joints and cracks in roller-compacted concreted (RCC) pavements. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:30554

Chicago Manual of Style (16th Edition):

Hiller, Jacob Eskel. “Optimizing the efficiency of transverse joints and cracks in roller-compacted concreted (RCC) pavements.” 2000. Masters Thesis, Michigan State University. Accessed August 25, 2019. http://etd.lib.msu.edu/islandora/object/etd:30554.

MLA Handbook (7th Edition):

Hiller, Jacob Eskel. “Optimizing the efficiency of transverse joints and cracks in roller-compacted concreted (RCC) pavements.” 2000. Web. 25 Aug 2019.

Vancouver:

Hiller JE. Optimizing the efficiency of transverse joints and cracks in roller-compacted concreted (RCC) pavements. [Internet] [Masters thesis]. Michigan State University; 2000. [cited 2019 Aug 25]. Available from: http://etd.lib.msu.edu/islandora/object/etd:30554.

Council of Science Editors:

Hiller JE. Optimizing the efficiency of transverse joints and cracks in roller-compacted concreted (RCC) pavements. [Masters Thesis]. Michigan State University; 2000. Available from: http://etd.lib.msu.edu/islandora/object/etd:30554


University of Minnesota

24. Tompkins, Derek Michael. A coupled lattice and nite element model for fracture in composite concrete pavements.

Degree: PhD, Civil Engineering, 2012, University of Minnesota

 Recent research in the United States has focused on the design, construction, and performance of composite concrete pavements - i.e., two heterogeneous concrete layers placed… (more)

Subjects/Keywords: Composite pavements; Concrete pavements; Finite element model; Fracture; Lattice model; Pavement engineering

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APA (6th Edition):

Tompkins, D. M. (2012). A coupled lattice and nite element model for fracture in composite concrete pavements. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/144062

Chicago Manual of Style (16th Edition):

Tompkins, Derek Michael. “A coupled lattice and nite element model for fracture in composite concrete pavements.” 2012. Doctoral Dissertation, University of Minnesota. Accessed August 25, 2019. http://purl.umn.edu/144062.

MLA Handbook (7th Edition):

Tompkins, Derek Michael. “A coupled lattice and nite element model for fracture in composite concrete pavements.” 2012. Web. 25 Aug 2019.

Vancouver:

Tompkins DM. A coupled lattice and nite element model for fracture in composite concrete pavements. [Internet] [Doctoral dissertation]. University of Minnesota; 2012. [cited 2019 Aug 25]. Available from: http://purl.umn.edu/144062.

Council of Science Editors:

Tompkins DM. A coupled lattice and nite element model for fracture in composite concrete pavements. [Doctoral Dissertation]. University of Minnesota; 2012. Available from: http://purl.umn.edu/144062


Florida Atlantic University

25. Polidora, Jamie Barbara. Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays.

Degree: 2017, Florida Atlantic University

Summary: Flexible or asphalt pavements constitute nearly 94% of the 2.7 million miles of existing roadways in the United States. In a typical rehabilitation project,… (more)

Subjects/Keywords: Dissertations, Academic  – Florida Atlantic University; Reinforced concrete.; Asphalt pavements.; Geosynthetics.; Pavements – Overlays – Evaluation.

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APA (6th Edition):

Polidora, J. B. (2017). Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays. (Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004972 ; (URL) http://purl.flvc.org/fau/fd/FA00004962

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):

Polidora, Jamie Barbara. “Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays.” 2017. Thesis, Florida Atlantic University. Accessed August 25, 2019. http://purl.flvc.org/fau/fd/FA00004972 ; (URL) http://purl.flvc.org/fau/fd/FA00004962.

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

MLA Handbook (7th Edition):

Polidora, Jamie Barbara. “Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays.” 2017. Web. 25 Aug 2019.

Vancouver:

Polidora JB. Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays. [Internet] [Thesis]. Florida Atlantic University; 2017. [cited 2019 Aug 25]. Available from: http://purl.flvc.org/fau/fd/FA00004972 ; (URL) http://purl.flvc.org/fau/fd/FA00004962.

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

Council of Science Editors:

Polidora JB. Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays. [Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004972 ; (URL) http://purl.flvc.org/fau/fd/FA00004962

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


Texas State University – San Marcos

26. Marines Munoz, Armando. Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures.

Degree: MS, Industrial Technology, 2012, Texas State University – San Marcos

Pavements are one of the most important components of a city’s infrastructure covering significant portions of urban land while simultaneously generating negative impacts such as… (more)

Subjects/Keywords: Pervious concrete; Recycled concrete aggregate; Ground granulated blast-furnace slag; Sustainability.; Pavements, Concrete; Lightweight concrete; Slag; Concrete construction; Aggregates (Building materials)

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APA (6th Edition):

Marines Munoz, A. (2012). Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/4280

Chicago Manual of Style (16th Edition):

Marines Munoz, Armando. “Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures.” 2012. Masters Thesis, Texas State University – San Marcos. Accessed August 25, 2019. https://digital.library.txstate.edu/handle/10877/4280.

MLA Handbook (7th Edition):

Marines Munoz, Armando. “Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures.” 2012. Web. 25 Aug 2019.

Vancouver:

Marines Munoz A. Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures. [Internet] [Masters thesis]. Texas State University – San Marcos; 2012. [cited 2019 Aug 25]. Available from: https://digital.library.txstate.edu/handle/10877/4280.

Council of Science Editors:

Marines Munoz A. Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures. [Masters Thesis]. Texas State University – San Marcos; 2012. Available from: https://digital.library.txstate.edu/handle/10877/4280


University of Pretoria

27. Brink, Anna Catharina. Modeling aggregate interlock load transfer at concrete pavement joints.

Degree: Civil Engineering, 2006, University of Pretoria

Please read the abstract in the section 00front of this document Advisors/Committee Members: Prof E Horak (advisor), Prod A Visser (coadvisor).

Subjects/Keywords: Pavements concrete disign and construction; Pavements concrete testing; Pavements concrete joints; UCTD

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APA (6th Edition):

Brink, A. (2006). Modeling aggregate interlock load transfer at concrete pavement joints. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/28110

Chicago Manual of Style (16th Edition):

Brink, Anna. “Modeling aggregate interlock load transfer at concrete pavement joints.” 2006. Doctoral Dissertation, University of Pretoria. Accessed August 25, 2019. http://hdl.handle.net/2263/28110.

MLA Handbook (7th Edition):

Brink, Anna. “Modeling aggregate interlock load transfer at concrete pavement joints.” 2006. Web. 25 Aug 2019.

Vancouver:

Brink A. Modeling aggregate interlock load transfer at concrete pavement joints. [Internet] [Doctoral dissertation]. University of Pretoria; 2006. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2263/28110.

Council of Science Editors:

Brink A. Modeling aggregate interlock load transfer at concrete pavement joints. [Doctoral Dissertation]. University of Pretoria; 2006. Available from: http://hdl.handle.net/2263/28110


University of Pretoria

28. [No author]. Modeling aggregate interlock load transfer at concrete pavement joints .

Degree: 2006, University of Pretoria

Please read the abstract in the section 00front of this document Advisors/Committee Members: Prof E Horak (advisor), Prod A Visser (advisor).

Subjects/Keywords: Pavements concrete disign and construction; Pavements concrete testing; Pavements concrete joints; UCTD

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APA (6th Edition):

author], [. (2006). Modeling aggregate interlock load transfer at concrete pavement joints . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-09222005-151027/

Chicago Manual of Style (16th Edition):

author], [No. “Modeling aggregate interlock load transfer at concrete pavement joints .” 2006. Doctoral Dissertation, University of Pretoria. Accessed August 25, 2019. http://upetd.up.ac.za/thesis/available/etd-09222005-151027/.

MLA Handbook (7th Edition):

author], [No. “Modeling aggregate interlock load transfer at concrete pavement joints .” 2006. Web. 25 Aug 2019.

Vancouver:

author] [. Modeling aggregate interlock load transfer at concrete pavement joints . [Internet] [Doctoral dissertation]. University of Pretoria; 2006. [cited 2019 Aug 25]. Available from: http://upetd.up.ac.za/thesis/available/etd-09222005-151027/.

Council of Science Editors:

author] [. Modeling aggregate interlock load transfer at concrete pavement joints . [Doctoral Dissertation]. University of Pretoria; 2006. Available from: http://upetd.up.ac.za/thesis/available/etd-09222005-151027/


University of Alberta

29. Hadipour, Khashayar. Materials characterization of recycled asphalt concrete pavements.

Degree: PhD, Department of Civil Engineering, 1987, University of Alberta

Subjects/Keywords: Pavements, Asphalt concrete – Evaluation.; Pavements, Asphalt concrete – Recycling.

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APA (6th Edition):

Hadipour, K. (1987). Materials characterization of recycled asphalt concrete pavements. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/37720g00g

Chicago Manual of Style (16th Edition):

Hadipour, Khashayar. “Materials characterization of recycled asphalt concrete pavements.” 1987. Doctoral Dissertation, University of Alberta. Accessed August 25, 2019. https://era.library.ualberta.ca/files/37720g00g.

MLA Handbook (7th Edition):

Hadipour, Khashayar. “Materials characterization of recycled asphalt concrete pavements.” 1987. Web. 25 Aug 2019.

Vancouver:

Hadipour K. Materials characterization of recycled asphalt concrete pavements. [Internet] [Doctoral dissertation]. University of Alberta; 1987. [cited 2019 Aug 25]. Available from: https://era.library.ualberta.ca/files/37720g00g.

Council of Science Editors:

Hadipour K. Materials characterization of recycled asphalt concrete pavements. [Doctoral Dissertation]. University of Alberta; 1987. Available from: https://era.library.ualberta.ca/files/37720g00g


Stellenbosch University

30. Twagirimana, Emmanuel. Evaluation of adhesion properties in bitumen-aggregate systems for winter surfacing seals using the bitumen bond strength test.

Degree: MEng, 2014, Stellenbosch University

 ENGLISH ABSTRACT: Flexible pavement designers have a choice of two wearing course: either asphalt concrete or surfacing seals. The latter have been widely used by… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Pavements, Asphalt concrete  – Testing; Pavements, Asphalt concrete  – Cracking; Road materials; UCTD

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APA (6th Edition):

Twagirimana, E. (2014). Evaluation of adhesion properties in bitumen-aggregate systems for winter surfacing seals using the bitumen bond strength test. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/95953

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):

Twagirimana, Emmanuel. “Evaluation of adhesion properties in bitumen-aggregate systems for winter surfacing seals using the bitumen bond strength test.” 2014. Thesis, Stellenbosch University. Accessed August 25, 2019. http://hdl.handle.net/10019.1/95953.

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

MLA Handbook (7th Edition):

Twagirimana, Emmanuel. “Evaluation of adhesion properties in bitumen-aggregate systems for winter surfacing seals using the bitumen bond strength test.” 2014. Web. 25 Aug 2019.

Vancouver:

Twagirimana E. Evaluation of adhesion properties in bitumen-aggregate systems for winter surfacing seals using the bitumen bond strength test. [Internet] [Thesis]. Stellenbosch University; 2014. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10019.1/95953.

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

Council of Science Editors:

Twagirimana E. Evaluation of adhesion properties in bitumen-aggregate systems for winter surfacing seals using the bitumen bond strength test. [Thesis]. Stellenbosch University; 2014. Available from: http://hdl.handle.net/10019.1/95953

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

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