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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Ozer, Hasan"). Showing records 1 – 21 of 21 total matches.

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University of Illinois – Urbana-Champaign

1. Kang, Seung Gu. The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using moves.

Degree: MS, 0106, 2013, University of Illinois – Urbana-Champaign

 Over the past few decades, the growing interest in pavement sustainability has led researchers in government agencies, industries, and academia to develop various sustainability rating… (more)

Subjects/Keywords: Life-cycle assessment (LCA); Pavement; Mobile Vehicle Emission Simulator (MOVES)

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

APA (6th Edition):

Kang, S. G. (2013). The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using moves. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/45592

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):

Kang, Seung Gu. “The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using moves.” 2013. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/45592.

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

MLA Handbook (7th Edition):

Kang, Seung Gu. “The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using moves.” 2013. Web. 20 Jan 2021.

Vancouver:

Kang SG. The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using moves. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/45592.

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

Council of Science Editors:

Kang SG. The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using moves. [Thesis]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/45592

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


University of Illinois – Urbana-Champaign

2. Yang, Rebekah. Development of a pavement life cycle assessment tool utilizing regional data and introducing an asphalt binder model.

Degree: MS, 0106, 2014, University of Illinois – Urbana-Champaign

 The ability to evaluate the sustainability of roadway and pavement systems has become an important and emerging topic in the field of transportation engineering. Life… (more)

Subjects/Keywords: life cycle assessment; pavements; asphalt binder; regional; environmental impact; sustainability

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APA (6th Edition):

Yang, R. (2014). Development of a pavement life cycle assessment tool utilizing regional data and introducing an asphalt binder model. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50651

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):

Yang, Rebekah. “Development of a pavement life cycle assessment tool utilizing regional data and introducing an asphalt binder model.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/50651.

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

MLA Handbook (7th Edition):

Yang, Rebekah. “Development of a pavement life cycle assessment tool utilizing regional data and introducing an asphalt binder model.” 2014. Web. 20 Jan 2021.

Vancouver:

Yang R. Development of a pavement life cycle assessment tool utilizing regional data and introducing an asphalt binder model. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/50651.

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

Council of Science Editors:

Yang R. Development of a pavement life cycle assessment tool utilizing regional data and introducing an asphalt binder model. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50651

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


University of Illinois – Urbana-Champaign

3. Ma, Jing. Cracking potential of short- and long-term aged binder with various levels of ABR.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 It is widely accepted that using reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) could improve the sustainability of asphalt concrete (AC), in terms… (more)

Subjects/Keywords: Asphalt binder replacement (ABR); Dynamic shear rheometer (DSR); Bending beam rheometer (BBR); Reclaimed asphalt pavement (RAP); Recycled asphalt shingles (RAS)

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APA (6th Edition):

Ma, J. (2017). Cracking potential of short- and long-term aged binder with various levels of ABR. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/99096

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):

Ma, Jing. “Cracking potential of short- and long-term aged binder with various levels of ABR.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/99096.

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

MLA Handbook (7th Edition):

Ma, Jing. “Cracking potential of short- and long-term aged binder with various levels of ABR.” 2017. Web. 20 Jan 2021.

Vancouver:

Ma J. Cracking potential of short- and long-term aged binder with various levels of ABR. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/99096.

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

Council of Science Editors:

Ma J. Cracking potential of short- and long-term aged binder with various levels of ABR. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/99096

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


University of Illinois – Urbana-Champaign

4. Krami Senhaji, Mouna. Development of a life-cycle assessment tool for flexible pavement in-place recycling techniques and conventional methods.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 The worldwide interest in using recycled materials in flexible pavements as an alternative to virgin materials has increased significantly over the past few decades. Therefore,… (more)

Subjects/Keywords: Pavements; Life cycle assessment; Sustainability; In-place recycling; Rehabilitation and maintenance; Decision making; Tool development

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APA (6th Edition):

Krami Senhaji, M. (2017). Development of a life-cycle assessment tool for flexible pavement in-place recycling techniques and conventional methods. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/99437

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):

Krami Senhaji, Mouna. “Development of a life-cycle assessment tool for flexible pavement in-place recycling techniques and conventional methods.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/99437.

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

MLA Handbook (7th Edition):

Krami Senhaji, Mouna. “Development of a life-cycle assessment tool for flexible pavement in-place recycling techniques and conventional methods.” 2017. Web. 20 Jan 2021.

Vancouver:

Krami Senhaji M. Development of a life-cycle assessment tool for flexible pavement in-place recycling techniques and conventional methods. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/99437.

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

Council of Science Editors:

Krami Senhaji M. Development of a life-cycle assessment tool for flexible pavement in-place recycling techniques and conventional methods. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/99437

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


University of Illinois – Urbana-Champaign

5. Barry, Maxwell K. An analysis of impact factors on the Illinois flexibility index test.

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

 The use of recycled materials in asphalt pavements has become widespread in recent years. Materials such as recycled asphalt pavement (RAP) and recycled asphalt shingles… (more)

Subjects/Keywords: llinois flexibility index test (I-FIT); Asphalt; Recycled; Recycled asphalt pavement (RAP); Recycled asphalt shingles (RAS); Asphalt binder replacement (ABR); Pavement; Cracking; Brittleness mitigation; Rejuvenation; Rejuvenator; Hot-in-place recycling (HIR)

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APA (6th Edition):

Barry, M. K. (2016). An analysis of impact factors on the Illinois flexibility index test. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/95565

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):

Barry, Maxwell K. “An analysis of impact factors on the Illinois flexibility index test.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/95565.

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

MLA Handbook (7th Edition):

Barry, Maxwell K. “An analysis of impact factors on the Illinois flexibility index test.” 2016. Web. 20 Jan 2021.

Vancouver:

Barry MK. An analysis of impact factors on the Illinois flexibility index test. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/95565.

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

Council of Science Editors:

Barry MK. An analysis of impact factors on the Illinois flexibility index test. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/95565

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


University of Illinois – Urbana-Champaign

6. Safi, Fazal Rehman. Balancing asphalt mixes containing recycled materials for optimum field performance.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 Asphalt concrete (AC) is the most common material used for the construction of pavements in the U.S. and many other countries in the world. With… (more)

Subjects/Keywords: Asphalt binder replacement (ABR); Reclaimed asphalt pavement (RAP); Recycled asphalt shingle (RAS); Mechanistic-Empirical Design Guide (MEPDG); Thermal cracking; Creep compliance modeling; Balance mix design; Total recycled asphalt (TRA) mixes; Field cores; Transverse cracking; Field performance; Illinois flexibility index test (I-FIT); Secant modulus

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APA (6th Edition):

Safi, F. R. (2017). Balancing asphalt mixes containing recycled materials for optimum field performance. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/99532

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):

Safi, Fazal Rehman. “Balancing asphalt mixes containing recycled materials for optimum field performance.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/99532.

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

MLA Handbook (7th Edition):

Safi, Fazal Rehman. “Balancing asphalt mixes containing recycled materials for optimum field performance.” 2017. Web. 20 Jan 2021.

Vancouver:

Safi FR. Balancing asphalt mixes containing recycled materials for optimum field performance. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/99532.

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

Council of Science Editors:

Safi FR. Balancing asphalt mixes containing recycled materials for optimum field performance. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/99532

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


University of Illinois – Urbana-Champaign

7. Son, Songsu. Development of a phenomenological constitutive model for fracture resistance degradation of asphalt concrete with damage growth due to repeated loading.

Degree: PhD, 0106, 2014, University of Illinois – Urbana-Champaign

 Discontinuous areas under the asphalt concrete (AC) layer, such as joints and cracks in an underlying layer, induce higher stress concentration than the designed strength.… (more)

Subjects/Keywords: Pavements; Asphalt Concrete; Fracture Resistance; Fatigue; Continuum Damage Model; Semi-Circular Bending Test

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

APA (6th Edition):

Son, S. (2014). Development of a phenomenological constitutive model for fracture resistance degradation of asphalt concrete with damage growth due to repeated loading. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/49825

Chicago Manual of Style (16th Edition):

Son, Songsu. “Development of a phenomenological constitutive model for fracture resistance degradation of asphalt concrete with damage growth due to repeated loading.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/49825.

MLA Handbook (7th Edition):

Son, Songsu. “Development of a phenomenological constitutive model for fracture resistance degradation of asphalt concrete with damage growth due to repeated loading.” 2014. Web. 20 Jan 2021.

Vancouver:

Son S. Development of a phenomenological constitutive model for fracture resistance degradation of asphalt concrete with damage growth due to repeated loading. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/49825.

Council of Science Editors:

Son S. Development of a phenomenological constitutive model for fracture resistance degradation of asphalt concrete with damage growth due to repeated loading. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/49825


University of Illinois – Urbana-Champaign

8. Hernandez, Jaime Alberto. Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions.

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

 Even though continuous improvements have been seen in the analysis of flexible pavements, one of the most important factors is still oversimplified: the tire. This… (more)

Subjects/Keywords: Tire-pavement interaction; pavement responses; rolling resistance; contact stresses; finite element modeling

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APA (6th Edition):

Hernandez, J. A. (2015). Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89127

Chicago Manual of Style (16th Edition):

Hernandez, Jaime Alberto. “Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/89127.

MLA Handbook (7th Edition):

Hernandez, Jaime Alberto. “Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions.” 2015. Web. 20 Jan 2021.

Vancouver:

Hernandez JA. Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/89127.

Council of Science Editors:

Hernandez JA. Development of deformable tire-pavement interaction: contact stresses and rolling resistance prediction under various driving conditions. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89127


University of Illinois – Urbana-Champaign

9. Abauwad, Ibrahim M. Mechanical and surface free energy characterization of asphalt concrete for moisture damage detection.

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

 Moisture damage is defined as the degradation of the mechanical properties of asphalt concrete (AC) caused by moisture. Moisture damage causes a severe loss in… (more)

Subjects/Keywords: Moisture Damage; Component - Level testing; Mixture - Level testing; Lottman test; Dynamic Modulus Test; Surface Free Energy; Direct Adhesion Test; Blister Test; Aging; Conditioning; Freezing and Thawing Cycles; Rolling thin film oven (RTFO); Pressure aging vessel (PAV); Tensile stress ration (TSR); E* Ratio; Master Curve; Statistical Package for the Social Sciences (SPSS); Work of Adhesion; Work of Cohesion

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

APA (6th Edition):

Abauwad, I. M. (2016). Mechanical and surface free energy characterization of asphalt concrete for moisture damage detection. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90813

Chicago Manual of Style (16th Edition):

Abauwad, Ibrahim M. “Mechanical and surface free energy characterization of asphalt concrete for moisture damage detection.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/90813.

MLA Handbook (7th Edition):

Abauwad, Ibrahim M. “Mechanical and surface free energy characterization of asphalt concrete for moisture damage detection.” 2016. Web. 20 Jan 2021.

Vancouver:

Abauwad IM. Mechanical and surface free energy characterization of asphalt concrete for moisture damage detection. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/90813.

Council of Science Editors:

Abauwad IM. Mechanical and surface free energy characterization of asphalt concrete for moisture damage detection. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90813


University of Illinois – Urbana-Champaign

10. Yang, Rebekah Y. Development and implementation of comprehensive regionalized pavement life-cycle assessment.

Degree: PhD, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 The use of life-cycle assessment (LCA) to evaluate the environmental impacts of pavement systems is a topic that stakeholders in academia, industry, and government have… (more)

Subjects/Keywords: Life-cycle assessment; Pavement; Highway construction; Environmental impacts

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APA (6th Edition):

Yang, R. Y. (2017). Development and implementation of comprehensive regionalized pavement life-cycle assessment. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97737

Chicago Manual of Style (16th Edition):

Yang, Rebekah Y. “Development and implementation of comprehensive regionalized pavement life-cycle assessment.” 2017. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/97737.

MLA Handbook (7th Edition):

Yang, Rebekah Y. “Development and implementation of comprehensive regionalized pavement life-cycle assessment.” 2017. Web. 20 Jan 2021.

Vancouver:

Yang RY. Development and implementation of comprehensive regionalized pavement life-cycle assessment. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2017. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/97737.

Council of Science Editors:

Yang RY. Development and implementation of comprehensive regionalized pavement life-cycle assessment. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97737


University of Illinois – Urbana-Champaign

11. Yousefi, Seyed Saleh. Model development and validation of bituminous-based crack sealants.

Degree: PhD, Civil Engineering, 2019, University of Illinois – Urbana-Champaign

 A wide spectrum of sealant types commonly used in the United States were installed in eight different test sites using two types of sealing treatment… (more)

Subjects/Keywords: Hot-Poured Crack Sealant; Rheology; Aging; DSR; BBR; AASHTO; FTIR; pavement preservation; Asphalt

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APA (6th Edition):

Yousefi, S. S. (2019). Model development and validation of bituminous-based crack sealants. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/104853

Chicago Manual of Style (16th Edition):

Yousefi, Seyed Saleh. “Model development and validation of bituminous-based crack sealants.” 2019. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/104853.

MLA Handbook (7th Edition):

Yousefi, Seyed Saleh. “Model development and validation of bituminous-based crack sealants.” 2019. Web. 20 Jan 2021.

Vancouver:

Yousefi SS. Model development and validation of bituminous-based crack sealants. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2019. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/104853.

Council of Science Editors:

Yousefi SS. Model development and validation of bituminous-based crack sealants. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2019. Available from: http://hdl.handle.net/2142/104853


University of Illinois – Urbana-Champaign

12. Ziyadi, Mojtaba. Uncertainty quantification for pavement life-cycle stages.

Degree: PhD, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 Life-cycle assessment (LCA), a common sustainability metric, is usually adopted to quantify the environmental consequences of a product. It has been shown that rolling resistance… (more)

Subjects/Keywords: Uncertainty quantification; Sustainability; Life-cycle assessment; Pavement; Rolling resistance; Machine learning; Roughness; Deflection-induced energy; Excess energy; Emissions

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APA (6th Edition):

Ziyadi, M. (2017). Uncertainty quantification for pavement life-cycle stages. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/99231

Chicago Manual of Style (16th Edition):

Ziyadi, Mojtaba. “Uncertainty quantification for pavement life-cycle stages.” 2017. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/99231.

MLA Handbook (7th Edition):

Ziyadi, Mojtaba. “Uncertainty quantification for pavement life-cycle stages.” 2017. Web. 20 Jan 2021.

Vancouver:

Ziyadi M. Uncertainty quantification for pavement life-cycle stages. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2017. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/99231.

Council of Science Editors:

Ziyadi M. Uncertainty quantification for pavement life-cycle stages. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/99231

13. Espinoza Luque, Arturo Francisco. Laboratory assessment of asphalt concrete durability utilizing balance mix design.

Degree: MS, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 The national highway network is vital to promote social and economic development in the United States; thus, it is essential to guarantee its durability. Better… (more)

Subjects/Keywords: Asphalt Concrete Balance Mix Design Flexibility Index Rutting Resistance Cracking Resistance Stone Matrix Asphalt Rejuvenators Asphalt Durability

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APA (6th Edition):

Espinoza Luque, A. F. (2018). Laboratory assessment of asphalt concrete durability utilizing balance mix design. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/100975

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

Chicago Manual of Style (16th Edition):

Espinoza Luque, Arturo Francisco. “Laboratory assessment of asphalt concrete durability utilizing balance mix design.” 2018. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/100975.

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

MLA Handbook (7th Edition):

Espinoza Luque, Arturo Francisco. “Laboratory assessment of asphalt concrete durability utilizing balance mix design.” 2018. Web. 20 Jan 2021.

Vancouver:

Espinoza Luque AF. Laboratory assessment of asphalt concrete durability utilizing balance mix design. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2018. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/100975.

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

Council of Science Editors:

Espinoza Luque AF. Laboratory assessment of asphalt concrete durability utilizing balance mix design. [Thesis]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/100975

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

14. Rivera-Perez, Jose J. Effect of specimen geometry and test configuration on the fracture process zone for asphalt materials.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 In the United States and elsewhere in the world, recycled materials are commonly incorporated into asphalt mixtures, to provide environmental and economic benefits by decreasing… (more)

Subjects/Keywords: Asphalt concrete; Fracture mechanics; Digital image correlation

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APA (6th Edition):

Rivera-Perez, J. J. (2017). Effect of specimen geometry and test configuration on the fracture process zone for asphalt materials. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/98417

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):

Rivera-Perez, Jose J. “Effect of specimen geometry and test configuration on the fracture process zone for asphalt materials.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/98417.

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

MLA Handbook (7th Edition):

Rivera-Perez, Jose J. “Effect of specimen geometry and test configuration on the fracture process zone for asphalt materials.” 2017. Web. 20 Jan 2021.

Vancouver:

Rivera-Perez JJ. Effect of specimen geometry and test configuration on the fracture process zone for asphalt materials. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/98417.

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

Council of Science Editors:

Rivera-Perez JJ. Effect of specimen geometry and test configuration on the fracture process zone for asphalt materials. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/98417

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

15. Singhvi, Punit. Laboratory characterization and field performance of hot in-place recycled mixtures.

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

 Hot in-place recycling (HIR) is one of the pavement preservation techniques. HIR can prove to be an economical as well as environmentally sustainable treatment as… (more)

Subjects/Keywords: Hot in-place recycling; Flexibility Index; ∆Tcritical; IRI; FWD; Delfection basin parameters

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APA (6th Edition):

Singhvi, P. (2016). Laboratory characterization and field performance of hot in-place recycled mixtures. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90668

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):

Singhvi, Punit. “Laboratory characterization and field performance of hot in-place recycled mixtures.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/90668.

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

MLA Handbook (7th Edition):

Singhvi, Punit. “Laboratory characterization and field performance of hot in-place recycled mixtures.” 2016. Web. 20 Jan 2021.

Vancouver:

Singhvi P. Laboratory characterization and field performance of hot in-place recycled mixtures. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/90668.

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

Council of Science Editors:

Singhvi P. Laboratory characterization and field performance of hot in-place recycled mixtures. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90668

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

16. Khan, ASM Tamim Uddin. Displacement rate and temperature effect on asphalt concrete cracking potential.

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

 One of the major distresses of asphalt concrete (AC) in flexible pavements is thermal cracking alongside fatigue, weathering related cracking and rutting. Pavements in Illinois(more)

Subjects/Keywords: Asphalt Concrete (AC); Time-Temperature Superposition Principle (TTSP); Displacement Rate; Variable Displacement Rate; Loading Rate; Reduced Displacement Rate; Reduced Loading Rate; Temperature; Shift Factor; Binder Grade; Fracture Energy; Strength; Mastercurve; Generalized; Model

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APA (6th Edition):

Khan, A. T. U. (2016). Displacement rate and temperature effect on asphalt concrete cracking potential. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90483

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):

Khan, ASM Tamim Uddin. “Displacement rate and temperature effect on asphalt concrete cracking potential.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/90483.

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

MLA Handbook (7th Edition):

Khan, ASM Tamim Uddin. “Displacement rate and temperature effect on asphalt concrete cracking potential.” 2016. Web. 20 Jan 2021.

Vancouver:

Khan ATU. Displacement rate and temperature effect on asphalt concrete cracking potential. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/90483.

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

Council of Science Editors:

Khan ATU. Displacement rate and temperature effect on asphalt concrete cracking potential. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90483

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

17. Sawalha, Mohammed Sa. Development of adhesive test for hot-poured crack sealants.

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

 Sealants may be defined as the flexible materials used in cracks and/or joints preventing moisture infiltration into the pavements. These materials should acquire certain adhesive… (more)

Subjects/Keywords: Adhesion; Tensile adhesive method (TAM); Adhesive Tests; Temperature Effect on Adhesion; Aging Effect on Adhesion; Adhesive Mechanisms

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APA (6th Edition):

Sawalha, M. S. (2016). Development of adhesive test for hot-poured crack sealants. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90692

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):

Sawalha, Mohammed Sa. “Development of adhesive test for hot-poured crack sealants.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/90692.

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

MLA Handbook (7th Edition):

Sawalha, Mohammed Sa. “Development of adhesive test for hot-poured crack sealants.” 2016. Web. 20 Jan 2021.

Vancouver:

Sawalha MS. Development of adhesive test for hot-poured crack sealants. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/90692.

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

Council of Science Editors:

Sawalha MS. Development of adhesive test for hot-poured crack sealants. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90692

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

18. Qamhia, Issam I.A. Sustainable pavement applications utilizing quarry by-products and recycled/nontraditional aggregate materials.

Degree: PhD, Civil Engineering, 2019, University of Illinois – Urbana-Champaign

 Quarry By-products (QB), usually less than 0.25 in. (6 mm) in size, are the residual deposits from the production of required grades of aggregates and… (more)

Subjects/Keywords: Quarry By-Products; Accelerated Pavement Testing; Life Cycle Assessment; Life Cycle Cost Analysis; Sustainability; Mechanistic Modelling; Pavement; Stabilized; Aggregates; Transportation Geotechnics; Nontraditional Aggregates; FRAP; FRCA

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APA (6th Edition):

Qamhia, I. I. A. (2019). Sustainable pavement applications utilizing quarry by-products and recycled/nontraditional aggregate materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/104851

Chicago Manual of Style (16th Edition):

Qamhia, Issam I A. “Sustainable pavement applications utilizing quarry by-products and recycled/nontraditional aggregate materials.” 2019. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/104851.

MLA Handbook (7th Edition):

Qamhia, Issam I A. “Sustainable pavement applications utilizing quarry by-products and recycled/nontraditional aggregate materials.” 2019. Web. 20 Jan 2021.

Vancouver:

Qamhia IIA. Sustainable pavement applications utilizing quarry by-products and recycled/nontraditional aggregate materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2019. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/104851.

Council of Science Editors:

Qamhia IIA. Sustainable pavement applications utilizing quarry by-products and recycled/nontraditional aggregate materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2019. Available from: http://hdl.handle.net/2142/104851

19. Shangguan, Pengcheng. Development of algorithms for asphalt pavement compaction monitoring utilizing ground penetrating radar.

Degree: PhD, 0106, 2015, University of Illinois – Urbana-Champaign

 The density of asphalt mixture plays an important role in the performance of asphalt pavement. Compaction is critical for achieving the desired density during the… (more)

Subjects/Keywords: Asphalt Compaction; Ground Penetrating Radar (GPR); Compaction Monitoring

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

APA (6th Edition):

Shangguan, P. (2015). Development of algorithms for asphalt pavement compaction monitoring utilizing ground penetrating radar. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/73067

Chicago Manual of Style (16th Edition):

Shangguan, Pengcheng. “Development of algorithms for asphalt pavement compaction monitoring utilizing ground penetrating radar.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/73067.

MLA Handbook (7th Edition):

Shangguan, Pengcheng. “Development of algorithms for asphalt pavement compaction monitoring utilizing ground penetrating radar.” 2015. Web. 20 Jan 2021.

Vancouver:

Shangguan P. Development of algorithms for asphalt pavement compaction monitoring utilizing ground penetrating radar. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/73067.

Council of Science Editors:

Shangguan P. Development of algorithms for asphalt pavement compaction monitoring utilizing ground penetrating radar. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/73067

20. Zhao, Shan. Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Thin asphalt concrete (AC) overlay is a commonly used asphalt pavement maintenance strategy. The thickness and density of thin AC overlay are important to achieving… (more)

Subjects/Keywords: Ground-penetrating radar; Signal processing; Transportation; Pavement

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APA (6th Edition):

Zhao, S. (2018). Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102422

Chicago Manual of Style (16th Edition):

Zhao, Shan. “Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/102422.

MLA Handbook (7th Edition):

Zhao, Shan. “Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density.” 2018. Web. 20 Jan 2021.

Vancouver:

Zhao S. Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/102422.

Council of Science Editors:

Zhao S. Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102422

21. Aurangzeb, Qazi. Impact of reclaimed asphalt pavements on pavement sustainability.

Degree: PhD, 0106, 2014, University of Illinois – Urbana-Champaign

 Highway pavements are one of the main building blocks of the United States infrastructure and economy. Asphalt concrete is the most common material to construct… (more)

Subjects/Keywords: Reclaimed Asphalt Pavement (RAP); Mix design; Performance testing; Life-cycle cost analysis (LCCA); Life-cycle assessment (LCA); Multiaxial viscoelastic characterization; Poisson's ratio

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APA (6th Edition):

Aurangzeb, Q. (2014). Impact of reclaimed asphalt pavements on pavement sustainability. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/49495

Chicago Manual of Style (16th Edition):

Aurangzeb, Qazi. “Impact of reclaimed asphalt pavements on pavement sustainability.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/49495.

MLA Handbook (7th Edition):

Aurangzeb, Qazi. “Impact of reclaimed asphalt pavements on pavement sustainability.” 2014. Web. 20 Jan 2021.

Vancouver:

Aurangzeb Q. Impact of reclaimed asphalt pavements on pavement sustainability. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/49495.

Council of Science Editors:

Aurangzeb Q. Impact of reclaimed asphalt pavements on pavement sustainability. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/49495

.