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You searched for subject:(ASPHALT CONCRETE BITUMINOUS CONCRETE BUILDING MATERIALS ). Showing records 1 – 30 of 50998 total matches.

[1] [2] [3] [4] [5] … [1700]

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Rutgers University

1. Wang, Jian, 1987-. Fracture modeling of asphalt concrete with heterogeneous microstructure.

Degree: MS, Civil and Environmental Engineering, 2015, Rutgers University

 Understanding fracture resistance of asphalt concrete is of great importance in designing pavements with long service life. This thesis focused on studying the micro and… (more)

Subjects/Keywords: Asphalt concrete; Aggregates (Building materials); Fracture mechanics

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APA (6th Edition):

Wang, Jian, 1. (2015). Fracture modeling of asphalt concrete with heterogeneous microstructure. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/46453/

Chicago Manual of Style (16th Edition):

Wang, Jian, 1987-. “Fracture modeling of asphalt concrete with heterogeneous microstructure.” 2015. Masters Thesis, Rutgers University. Accessed December 08, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/46453/.

MLA Handbook (7th Edition):

Wang, Jian, 1987-. “Fracture modeling of asphalt concrete with heterogeneous microstructure.” 2015. Web. 08 Dec 2019.

Vancouver:

Wang, Jian 1. Fracture modeling of asphalt concrete with heterogeneous microstructure. [Internet] [Masters thesis]. Rutgers University; 2015. [cited 2019 Dec 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/46453/.

Council of Science Editors:

Wang, Jian 1. Fracture modeling of asphalt concrete with heterogeneous microstructure. [Masters Thesis]. Rutgers University; 2015. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/46453/


Texas A&M University

2. Graham, Michael A. Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete.

Degree: 2010, Texas A&M University

 This thesis presents a continuum model for asphalt concrete incorporating non- linear viscoelasticity, viscoplasticity, mechanically-induced damage and moisture- induced damage. The Schapery single-integral viscoelastic model… (more)

Subjects/Keywords: Continuum damage mechanics; Solid mechanics; Viscoelastic; Viscoplastic; Asphalt concrete; Bituminous materials; Composite materials

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APA (6th Edition):

Graham, M. A. (2010). Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-800

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):

Graham, Michael A. “Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete.” 2010. Thesis, Texas A&M University. Accessed December 08, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-800.

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

MLA Handbook (7th Edition):

Graham, Michael A. “Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete.” 2010. Web. 08 Dec 2019.

Vancouver:

Graham MA. Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-800.

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

Council of Science Editors:

Graham MA. Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-800

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


University of Arizona

3. Abduljabbar, Abdulaziz Mohammad. EFFECTS OF FINE AGGREGATE GEOMETRIC CHARACTERISTICS ON THE PROPERTIES OF ASPHALT PAVING MIXTURES.

Degree: 1984, University of Arizona

Subjects/Keywords: Asphalt concrete.; Asphalt emulsion mixtures.; Bituminous materials.; Road materials.

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APA (6th Edition):

Abduljabbar, A. M. (1984). EFFECTS OF FINE AGGREGATE GEOMETRIC CHARACTERISTICS ON THE PROPERTIES OF ASPHALT PAVING MIXTURES. (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/274994

Chicago Manual of Style (16th Edition):

Abduljabbar, Abdulaziz Mohammad. “EFFECTS OF FINE AGGREGATE GEOMETRIC CHARACTERISTICS ON THE PROPERTIES OF ASPHALT PAVING MIXTURES. ” 1984. Masters Thesis, University of Arizona. Accessed December 08, 2019. http://hdl.handle.net/10150/274994.

MLA Handbook (7th Edition):

Abduljabbar, Abdulaziz Mohammad. “EFFECTS OF FINE AGGREGATE GEOMETRIC CHARACTERISTICS ON THE PROPERTIES OF ASPHALT PAVING MIXTURES. ” 1984. Web. 08 Dec 2019.

Vancouver:

Abduljabbar AM. EFFECTS OF FINE AGGREGATE GEOMETRIC CHARACTERISTICS ON THE PROPERTIES OF ASPHALT PAVING MIXTURES. [Internet] [Masters thesis]. University of Arizona; 1984. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10150/274994.

Council of Science Editors:

Abduljabbar AM. EFFECTS OF FINE AGGREGATE GEOMETRIC CHARACTERISTICS ON THE PROPERTIES OF ASPHALT PAVING MIXTURES. [Masters Thesis]. University of Arizona; 1984. Available from: http://hdl.handle.net/10150/274994


University of Florida

4. Sun, Xingsong. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 The structure of asphalt pavements are characterized by composition of pavement layers. Previous research has suggested that the bond conditions between pavement layers significantly affect… (more)

Subjects/Keywords: Asphalt; Bituminous concrete pavements; Composite materials; Fracture mechanics; Modeling; Pavement layers; Pavements; Specimens; Stress distribution; Tensile stress; asphalt  – cracking  – friction  – pavement

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APA (6th Edition):

Sun, X. (2011). Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043330

Chicago Manual of Style (16th Edition):

Sun, Xingsong. “Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.” 2011. Doctoral Dissertation, University of Florida. Accessed December 08, 2019. http://ufdc.ufl.edu/UFE0043330.

MLA Handbook (7th Edition):

Sun, Xingsong. “Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.” 2011. Web. 08 Dec 2019.

Vancouver:

Sun X. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Dec 08]. Available from: http://ufdc.ufl.edu/UFE0043330.

Council of Science Editors:

Sun X. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043330


Ryerson University

5. Johnson, Robert C. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.

Degree: 2011, Ryerson University

 This thesis reports the findings of a study carried out to determine the effectiveness of Accelerated Tests in evaluating the Alkali-Silica Reactivity of Recycled Concrete(more)

Subjects/Keywords: Alkali-aggregate reactions; Aggregates (Building materials)  – Recycling; Pavements; Concrete  – Design and construction; Silica; Asphalt concrete

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APA (6th Edition):

Johnson, R. C. (2011). Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1846

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):

Johnson, Robert C. “Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.” 2011. Thesis, Ryerson University. Accessed December 08, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1846.

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

MLA Handbook (7th Edition):

Johnson, Robert C. “Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.” 2011. Web. 08 Dec 2019.

Vancouver:

Johnson RC. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Dec 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1846.

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

Council of Science Editors:

Johnson RC. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1846

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


Texas A&M University

6. Button, Joseph Wade. Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Pavements, Asphalt concrete.; Asphalt concrete - Testing.; Bituminous materials.

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APA (6th Edition):

Button, J. W. (2012). Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989

Chicago Manual of Style (16th Edition):

Button, Joseph Wade. “Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants.” 2012. Masters Thesis, Texas A&M University. Accessed December 08, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989.

MLA Handbook (7th Edition):

Button, Joseph Wade. “Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants.” 2012. Web. 08 Dec 2019.

Vancouver:

Button JW. Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989.

Council of Science Editors:

Button JW. Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989


Ryerson University

7. Fong, Calvin. Performance characteristics of different mineral filler in asphalt concrete mixtures.

Degree: 2007, Ryerson University

 With the increase of traffic load in Canada, asphalt mixtures are required to sustain heavier loads and withstand the harsh Canadian winter. This requires careful… (more)

Subjects/Keywords: Asphalt concrete; Fly ash; Pavements; Portland cement; Bituminous materials

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APA (6th Edition):

Fong, C. (2007). Performance characteristics of different mineral filler in asphalt concrete mixtures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A845

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):

Fong, Calvin. “Performance characteristics of different mineral filler in asphalt concrete mixtures.” 2007. Thesis, Ryerson University. Accessed December 08, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A845.

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

MLA Handbook (7th Edition):

Fong, Calvin. “Performance characteristics of different mineral filler in asphalt concrete mixtures.” 2007. Web. 08 Dec 2019.

Vancouver:

Fong C. Performance characteristics of different mineral filler in asphalt concrete mixtures. [Internet] [Thesis]. Ryerson University; 2007. [cited 2019 Dec 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A845.

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

Council of Science Editors:

Fong C. Performance characteristics of different mineral filler in asphalt concrete mixtures. [Thesis]. Ryerson University; 2007. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A845

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


University of New Mexico

8. 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 December 08, 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. 08 Dec 2019.

Vancouver:

Sobien H. The effect of mica on the aging of asphalt binder. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2019 Dec 08]. 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


Rutgers University

9. Haggag, Mohame Monir, 1985-. Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus.

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

Protecting our asphalt pavements structures from possible distresses such as pavement cracking and pavement rutting require good understanding of materials used to construct pavement structures.… (more)

Subjects/Keywords: Asphalt concrete

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APA (6th Edition):

Haggag, Mohame Monir, 1. (2018). Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57582/

Chicago Manual of Style (16th Edition):

Haggag, Mohame Monir, 1985-. “Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus.” 2018. Doctoral Dissertation, Rutgers University. Accessed December 08, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/57582/.

MLA Handbook (7th Edition):

Haggag, Mohame Monir, 1985-. “Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus.” 2018. Web. 08 Dec 2019.

Vancouver:

Haggag, Mohame Monir 1. Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2019 Dec 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57582/.

Council of Science Editors:

Haggag, Mohame Monir 1. Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57582/


Rutgers University

10. Derewecki, Kristen E., 1988-. Applications of the 4 mm dynamic shear rheometer geometry for the forensic evaluation of bituminous materials.

Degree: MS, Civil and Environmental Engineering, 2013, Rutgers University

 The current asphalt binder performance grading system requires the use of multiple pieces of testing equipment to determine high, intermediate and low temperature properties. To… (more)

Subjects/Keywords: Asphalt – Testing; Bituminous Materials – Testing

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APA (6th Edition):

Derewecki, Kristen E., 1. (2013). Applications of the 4 mm dynamic shear rheometer geometry for the forensic evaluation of bituminous materials. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/41755/

Chicago Manual of Style (16th Edition):

Derewecki, Kristen E., 1988-. “Applications of the 4 mm dynamic shear rheometer geometry for the forensic evaluation of bituminous materials.” 2013. Masters Thesis, Rutgers University. Accessed December 08, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/41755/.

MLA Handbook (7th Edition):

Derewecki, Kristen E., 1988-. “Applications of the 4 mm dynamic shear rheometer geometry for the forensic evaluation of bituminous materials.” 2013. Web. 08 Dec 2019.

Vancouver:

Derewecki, Kristen E. 1. Applications of the 4 mm dynamic shear rheometer geometry for the forensic evaluation of bituminous materials. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2019 Dec 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41755/.

Council of Science Editors:

Derewecki, Kristen E. 1. Applications of the 4 mm dynamic shear rheometer geometry for the forensic evaluation of bituminous materials. [Masters Thesis]. Rutgers University; 2013. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41755/


University of New Mexico

11. Faisal, Hasan. Nanomechanical characterization of asphalt.

Degree: Civil Engineering, 2013, University of New Mexico

 In this study, asphalt binder and asphalt concrete (AC) materials are characterized using laboratory nanoindentation testing and mechanical models. Traditionally, laboratory nanoindentation test data is… (more)

Subjects/Keywords: Asphalt concrete – Testing; Binders (Materials) – Testing; Nanotechnology.

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APA (6th Edition):

Faisal, H. (2013). Nanomechanical characterization of asphalt. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/21996

Chicago Manual of Style (16th Edition):

Faisal, Hasan. “Nanomechanical characterization of asphalt.” 2013. Masters Thesis, University of New Mexico. Accessed December 08, 2019. http://hdl.handle.net/1928/21996.

MLA Handbook (7th Edition):

Faisal, Hasan. “Nanomechanical characterization of asphalt.” 2013. Web. 08 Dec 2019.

Vancouver:

Faisal H. Nanomechanical characterization of asphalt. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/1928/21996.

Council of Science Editors:

Faisal H. Nanomechanical characterization of asphalt. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/21996


Ryerson University

12. Sucic, Anto. Toward the use of high volume recycled concrete aggregate in new concrete production:.

Degree: 2013, Ryerson University

 This thesis reports the findings of a study carried out to determine the feasibility of using Recycled Concrete Aggregate (RCA) in the production of newly… (more)

Subjects/Keywords:  – Concrete – Aggregates (Building materials)  – Recycling – Concrete  – Mixing – Concrete  – Additives  – Testing;  – Concrete – Aggregates (Building materials)  – Recycling – Concrete  – Mixing – Concrete  – Additives  – Testing – -

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APA (6th Edition):

Sucic, A. (2013). Toward the use of high volume recycled concrete aggregate in new concrete production:. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2777

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):

Sucic, Anto. “Toward the use of high volume recycled concrete aggregate in new concrete production:.” 2013. Thesis, Ryerson University. Accessed December 08, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2777.

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

MLA Handbook (7th Edition):

Sucic, Anto. “Toward the use of high volume recycled concrete aggregate in new concrete production:.” 2013. Web. 08 Dec 2019.

Vancouver:

Sucic A. Toward the use of high volume recycled concrete aggregate in new concrete production:. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Dec 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2777.

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

Council of Science Editors:

Sucic A. Toward the use of high volume recycled concrete aggregate in new concrete production:. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2777

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


University of Western Sydney

13. Tahmoorian, Farzaneh. Application of waste materials in asphalt mixtures.

Degree: 2018, University of Western Sydney

 Road networks are increasingly expanding all over the world. Over the past decades, the buoyant economy, growing population and increasing freight volumes have created high… (more)

Subjects/Keywords: pavements, asphalt; specifications; sustainable construction; Thesis (Ph.D.) – Western Sydney University, 2018; asphalt concrete; glass waste; aggregates (building materials); recycling; asphalt; waste products as road materials

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APA (6th Edition):

Tahmoorian, F. (2018). Application of waste materials in asphalt mixtures. (Thesis). University of Western Sydney. Retrieved from http://hdl.handle.net/1959.7/uws:48086

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):

Tahmoorian, Farzaneh. “Application of waste materials in asphalt mixtures.” 2018. Thesis, University of Western Sydney. Accessed December 08, 2019. http://hdl.handle.net/1959.7/uws:48086.

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

MLA Handbook (7th Edition):

Tahmoorian, Farzaneh. “Application of waste materials in asphalt mixtures.” 2018. Web. 08 Dec 2019.

Vancouver:

Tahmoorian F. Application of waste materials in asphalt mixtures. [Internet] [Thesis]. University of Western Sydney; 2018. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/1959.7/uws:48086.

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

Council of Science Editors:

Tahmoorian F. Application of waste materials in asphalt mixtures. [Thesis]. University of Western Sydney; 2018. Available from: http://hdl.handle.net/1959.7/uws:48086

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


University of Texas – Austin

14. Hazlett, Darren G. Impact of aggregate gradation and type on asphalt mixture characteristics.

Degree: MSin Engineering, Civil Engineering, 1990, University of Texas – Austin

 This thesis addresses the impact of aggregate gradation and type on Hot Mix Asphaltic Concrete (HMAC) characteristics. Several different, but related topics are covered and… (more)

Subjects/Keywords: Aggregates (Building materials) – Testing; Asphalt concrete – Testing

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APA (6th Edition):

Hazlett, D. G. (1990). Impact of aggregate gradation and type on asphalt mixture characteristics. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/1298

Chicago Manual of Style (16th Edition):

Hazlett, Darren G. “Impact of aggregate gradation and type on asphalt mixture characteristics.” 1990. Masters Thesis, University of Texas – Austin. Accessed December 08, 2019. http://dx.doi.org/10.26153/tsw/1298.

MLA Handbook (7th Edition):

Hazlett, Darren G. “Impact of aggregate gradation and type on asphalt mixture characteristics.” 1990. Web. 08 Dec 2019.

Vancouver:

Hazlett DG. Impact of aggregate gradation and type on asphalt mixture characteristics. [Internet] [Masters thesis]. University of Texas – Austin; 1990. [cited 2019 Dec 08]. Available from: http://dx.doi.org/10.26153/tsw/1298.

Council of Science Editors:

Hazlett DG. Impact of aggregate gradation and type on asphalt mixture characteristics. [Masters Thesis]. University of Texas – Austin; 1990. Available from: http://dx.doi.org/10.26153/tsw/1298


University of New Mexico

15. 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 December 08, 2019. http://hdl.handle.net/1928/20805.

MLA Handbook (7th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Web. 08 Dec 2019.

Vancouver:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Dec 08]. 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

16. 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 December 08, 2019. http://hdl.handle.net/1928/7644.

MLA Handbook (7th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Web. 08 Dec 2019.

Vancouver:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Internet] [Masters thesis]. University of New Mexico; 2009. [cited 2019 Dec 08]. 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


Texas State University – San Marcos

17. 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 December 08, 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. 08 Dec 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 Dec 08]. 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


Ryerson University

18. Maguire, Bradley. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.

Degree: 2013, Ryerson University

 Recently in Quebec Canada, concrete structures suffered very rapid deterioration within 3 to 5 years of construction. The deterioration was caused by an iron sulfide,… (more)

Subjects/Keywords: Concrete  – Deterioration; Aggregates (Building materials); Pyrrhotite

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APA (6th Edition):

Maguire, B. (2013). Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2330

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):

Maguire, Bradley. “Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.” 2013. Thesis, Ryerson University. Accessed December 08, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2330.

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

MLA Handbook (7th Edition):

Maguire, Bradley. “Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.” 2013. Web. 08 Dec 2019.

Vancouver:

Maguire B. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Dec 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2330.

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

Council of Science Editors:

Maguire B. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2330

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

19. Yang, Weiran. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.

Degree: 2016, University of Tennessee – Chattanooga

 Crushing concrete to bring the aggregates back to be used for concrete structures is a process of creating recycled aggregate (RA). Recycled aggregate concrete (RAC)… (more)

Subjects/Keywords: Aggregates (Building materials)  – Testing; Concrete  – Additives

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APA (6th Edition):

Yang, W. (2016). Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/449

Chicago Manual of Style (16th Edition):

Yang, Weiran. “Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.” 2016. Masters Thesis, University of Tennessee – Chattanooga. Accessed December 08, 2019. https://scholar.utc.edu/theses/449.

MLA Handbook (7th Edition):

Yang, Weiran. “Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.” 2016. Web. 08 Dec 2019.

Vancouver:

Yang W. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2016. [cited 2019 Dec 08]. Available from: https://scholar.utc.edu/theses/449.

Council of Science Editors:

Yang W. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. [Masters Thesis]. University of Tennessee – Chattanooga; 2016. Available from: https://scholar.utc.edu/theses/449


Michigan State University

20. Price, Harold R. An experimental study of the effect on concrete of heating aggregates to high temperatures.

Degree: B.S., 1933, Michigan State University

Subjects/Keywords: Concrete; Building materials

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

APA (6th Edition):

Price, H. R. (1933). An experimental study of the effect on concrete of heating aggregates to high temperatures. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13314

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):

Price, Harold R. “An experimental study of the effect on concrete of heating aggregates to high temperatures.” 1933. Thesis, Michigan State University. Accessed December 08, 2019. http://etd.lib.msu.edu/islandora/object/etd:13314.

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

MLA Handbook (7th Edition):

Price, Harold R. “An experimental study of the effect on concrete of heating aggregates to high temperatures.” 1933. Web. 08 Dec 2019.

Vancouver:

Price HR. An experimental study of the effect on concrete of heating aggregates to high temperatures. [Internet] [Thesis]. Michigan State University; 1933. [cited 2019 Dec 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13314.

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

Council of Science Editors:

Price HR. An experimental study of the effect on concrete of heating aggregates to high temperatures. [Thesis]. Michigan State University; 1933. Available from: http://etd.lib.msu.edu/islandora/object/etd:13314

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


Ryerson University

21. Guirguis, Bassili. Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability.

Degree: 2017, Ryerson University

 This research project focuses on the development and validation of test methods to evaluate the potential oxidation of sulphide-bearing aggregates, which can cause severe damage… (more)

Subjects/Keywords: Concrete  – Testing; Aggregates (Building materials)  – Testing; Concrete  – Additives; Sulfur concrete; Sulfide minerals

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

APA (6th Edition):

Guirguis, B. (2017). Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7134

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):

Guirguis, Bassili. “Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability.” 2017. Thesis, Ryerson University. Accessed December 08, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A7134.

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

MLA Handbook (7th Edition):

Guirguis, Bassili. “Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability.” 2017. Web. 08 Dec 2019.

Vancouver:

Guirguis B. Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Dec 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7134.

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

Council of Science Editors:

Guirguis B. Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7134

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


Stellenbosch University

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

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 December 08, 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. 08 Dec 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 Dec 08]. 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


Michigan State University

23. Chang, Chieh-Min. Detecting segregation in bituminous pavements and relating its effect to performance.

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

Subjects/Keywords: Pavements, Bituminous – Mechanical properties; Pavements, Asphalt concrete – Mechanical properties; Pavements, Bituminous – Density – Measurement; Pavements, Asphalt concrete – Density – Measurement

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APA (6th Edition):

Chang, C. (2000). Detecting segregation in bituminous pavements and relating its effect to performance. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:30391

Chicago Manual of Style (16th Edition):

Chang, Chieh-Min. “Detecting segregation in bituminous pavements and relating its effect to performance.” 2000. Doctoral Dissertation, Michigan State University. Accessed December 08, 2019. http://etd.lib.msu.edu/islandora/object/etd:30391.

MLA Handbook (7th Edition):

Chang, Chieh-Min. “Detecting segregation in bituminous pavements and relating its effect to performance.” 2000. Web. 08 Dec 2019.

Vancouver:

Chang C. Detecting segregation in bituminous pavements and relating its effect to performance. [Internet] [Doctoral dissertation]. Michigan State University; 2000. [cited 2019 Dec 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:30391.

Council of Science Editors:

Chang C. Detecting segregation in bituminous pavements and relating its effect to performance. [Doctoral Dissertation]. Michigan State University; 2000. Available from: http://etd.lib.msu.edu/islandora/object/etd:30391


The Ohio State University

24. Papazian, Hratch Sebouh. The response of linear viscoelastic materials in the frequency domain.

Degree: PhD, Graduate School, 1961, The Ohio State University

Subjects/Keywords: Engineering; Asphalt concrete; Viscoelasticity; Materials

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APA (6th Edition):

Papazian, H. S. (1961). The response of linear viscoelastic materials in the frequency domain. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486483774541667

Chicago Manual of Style (16th Edition):

Papazian, Hratch Sebouh. “The response of linear viscoelastic materials in the frequency domain.” 1961. Doctoral Dissertation, The Ohio State University. Accessed December 08, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486483774541667.

MLA Handbook (7th Edition):

Papazian, Hratch Sebouh. “The response of linear viscoelastic materials in the frequency domain.” 1961. Web. 08 Dec 2019.

Vancouver:

Papazian HS. The response of linear viscoelastic materials in the frequency domain. [Internet] [Doctoral dissertation]. The Ohio State University; 1961. [cited 2019 Dec 08]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486483774541667.

Council of Science Editors:

Papazian HS. The response of linear viscoelastic materials in the frequency domain. [Doctoral Dissertation]. The Ohio State University; 1961. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486483774541667


Rutgers University

25. Shamborovskyy, Rostyslav, 1991-. Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements.

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

 The Port Authority of New York/New Jersey (PANYNJ) has recently been experiencing a wide range of service lives with their asphalt runways. In particular, PANYNJ… (more)

Subjects/Keywords: Binders (Materials); Pavements, Asphalt concrete – Design and construction; Runways (Aeronautics)

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APA (6th Edition):

Shamborovskyy, Rostyslav, 1. (2016). Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/50177/

Chicago Manual of Style (16th Edition):

Shamborovskyy, Rostyslav, 1991-. “Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements.” 2016. Masters Thesis, Rutgers University. Accessed December 08, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/50177/.

MLA Handbook (7th Edition):

Shamborovskyy, Rostyslav, 1991-. “Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements.” 2016. Web. 08 Dec 2019.

Vancouver:

Shamborovskyy, Rostyslav 1. Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements. [Internet] [Masters thesis]. Rutgers University; 2016. [cited 2019 Dec 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/50177/.

Council of Science Editors:

Shamborovskyy, Rostyslav 1. Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements. [Masters Thesis]. Rutgers University; 2016. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/50177/


University of Arizona

26. MEIER, WELLINGTON R., JR. EVALUATION OF STRUCTURAL LAYER COEFFICIENTS FOR ASPHALT EMULSION-AGGREGATE MIXTURES.

Degree: 1984, University of Arizona

 The extensively used AASHTO structural design procedures for flexible pavement indicate the required pavement design in terms of a structural number. For a particular pavement… (more)

Subjects/Keywords: Asphalt concrete  – Testing.; Road materials.

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APA (6th Edition):

MEIER, WELLINGTON R., J. (1984). EVALUATION OF STRUCTURAL LAYER COEFFICIENTS FOR ASPHALT EMULSION-AGGREGATE MIXTURES. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/187679

Chicago Manual of Style (16th Edition):

MEIER, WELLINGTON R., JR. “EVALUATION OF STRUCTURAL LAYER COEFFICIENTS FOR ASPHALT EMULSION-AGGREGATE MIXTURES. ” 1984. Doctoral Dissertation, University of Arizona. Accessed December 08, 2019. http://hdl.handle.net/10150/187679.

MLA Handbook (7th Edition):

MEIER, WELLINGTON R., JR. “EVALUATION OF STRUCTURAL LAYER COEFFICIENTS FOR ASPHALT EMULSION-AGGREGATE MIXTURES. ” 1984. Web. 08 Dec 2019.

Vancouver:

MEIER, WELLINGTON R. J. EVALUATION OF STRUCTURAL LAYER COEFFICIENTS FOR ASPHALT EMULSION-AGGREGATE MIXTURES. [Internet] [Doctoral dissertation]. University of Arizona; 1984. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10150/187679.

Council of Science Editors:

MEIER, WELLINGTON R. J. EVALUATION OF STRUCTURAL LAYER COEFFICIENTS FOR ASPHALT EMULSION-AGGREGATE MIXTURES. [Doctoral Dissertation]. University of Arizona; 1984. Available from: http://hdl.handle.net/10150/187679


Iowa State University

27. Phan, The Ngoc. Influence of some Iowa aggregates on the durability of asphaltic concrete mixes.

Degree: 1960, Iowa State University

Subjects/Keywords: Pavements; Bituminous; Aggregates (Building materials); Pavements; Asphalt; Civil Engineering

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APA (6th Edition):

Phan, T. N. (1960). Influence of some Iowa aggregates on the durability of asphaltic concrete mixes. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/2389

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):

Phan, The Ngoc. “Influence of some Iowa aggregates on the durability of asphaltic concrete mixes.” 1960. Thesis, Iowa State University. Accessed December 08, 2019. https://lib.dr.iastate.edu/rtd/2389.

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

MLA Handbook (7th Edition):

Phan, The Ngoc. “Influence of some Iowa aggregates on the durability of asphaltic concrete mixes.” 1960. Web. 08 Dec 2019.

Vancouver:

Phan TN. Influence of some Iowa aggregates on the durability of asphaltic concrete mixes. [Internet] [Thesis]. Iowa State University; 1960. [cited 2019 Dec 08]. Available from: https://lib.dr.iastate.edu/rtd/2389.

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

Council of Science Editors:

Phan TN. Influence of some Iowa aggregates on the durability of asphaltic concrete mixes. [Thesis]. Iowa State University; 1960. Available from: https://lib.dr.iastate.edu/rtd/2389

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


Brno University of Technology

28. Hotař, Petr. Návrh a posouzení asfaltové směsi s asfaltem modifikovaným pryžovým granulátem .

Degree: 2012, Brno University of Technology

 Cílem bakalářské práce je navržení asfaltového betonu pro velmi tenké vrstvy s použitím asfaltu modifikovaného pryžovým granulátem a provedení zkoušek podle normy ČSN EN 13108-2… (more)

Subjects/Keywords: Směs; asfalt; pryžový granulát; pojivo; asfalt modifikovaný pryžovým granulátem; asfaltový beton pro velmi tenké vrstvy; Bituminous mixture; bitumen; crumb rubber; binder; asphalt rubber; asphalt concrete for very thin layers

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APA (6th Edition):

Hotař, P. (2012). Návrh a posouzení asfaltové směsi s asfaltem modifikovaným pryžovým granulátem . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/9559

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):

Hotař, Petr. “Návrh a posouzení asfaltové směsi s asfaltem modifikovaným pryžovým granulátem .” 2012. Thesis, Brno University of Technology. Accessed December 08, 2019. http://hdl.handle.net/11012/9559.

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

MLA Handbook (7th Edition):

Hotař, Petr. “Návrh a posouzení asfaltové směsi s asfaltem modifikovaným pryžovým granulátem .” 2012. Web. 08 Dec 2019.

Vancouver:

Hotař P. Návrh a posouzení asfaltové směsi s asfaltem modifikovaným pryžovým granulátem . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/11012/9559.

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

Council of Science Editors:

Hotař P. Návrh a posouzení asfaltové směsi s asfaltem modifikovaným pryžovým granulátem . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/9559

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


Ryerson University

29. Piersanti, Matthew. Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures.

Degree: 2015, Ryerson University

 As concrete reaches the end of its service life, it is demolished and placed in landfills, which is not sustainable as this consumes land space.… (more)

Subjects/Keywords: Concrete  – Environmental aspects; Sustainable construction; Concrete construction; High strength concrete; Concrete; Construction and demolition debris  – Recycling; Building materials  – Recycling

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

APA (6th Edition):

Piersanti, M. (2015). Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4387

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):

Piersanti, Matthew. “Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures.” 2015. Thesis, Ryerson University. Accessed December 08, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A4387.

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

MLA Handbook (7th Edition):

Piersanti, Matthew. “Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures.” 2015. Web. 08 Dec 2019.

Vancouver:

Piersanti M. Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures. [Internet] [Thesis]. Ryerson University; 2015. [cited 2019 Dec 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4387.

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

Council of Science Editors:

Piersanti M. Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4387

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


University of New Mexico

30. Pease, Ronald Eric. Hydraulic properties of asphalt concrete.

Degree: Civil Engineering, 2010, University of New Mexico

 This research has applied standard unsaturated flow models and laboratory methods common to soil analysis, to characterize the hydraulic properties of asphalt concrete. Wetting and… (more)

Subjects/Keywords: Asphalt concrete – Moisture; Asphalt concrete – Drying; Asphalt concrete – Permeability; Soils – Analysis – Methodology.

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

APA (6th Edition):

Pease, R. E. (2010). Hydraulic properties of asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/11077

Chicago Manual of Style (16th Edition):

Pease, Ronald Eric. “Hydraulic properties of asphalt concrete.” 2010. Doctoral Dissertation, University of New Mexico. Accessed December 08, 2019. http://hdl.handle.net/1928/11077.

MLA Handbook (7th Edition):

Pease, Ronald Eric. “Hydraulic properties of asphalt concrete.” 2010. Web. 08 Dec 2019.

Vancouver:

Pease RE. Hydraulic properties of asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2010. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/1928/11077.

Council of Science Editors:

Pease RE. Hydraulic properties of asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/11077

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