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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Thompson, Marshall"). Showing records 1 – 18 of 18 total matches.

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University of Illinois – Urbana-Champaign

1. Kazmee, Hasan. Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications.

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

 Unbound aggregate layers are frequently used as remedial alternatives for weak subgrade soils. With the recent focus on sustainable construction practices, ever-increasing transportation cost, and… (more)

Subjects/Keywords: Unbound granular layer; aggregate; low volume roads; accelerated pavement testing; rutting; falling weight deflectometer; large-scale triaxial testing

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APA (6th Edition):

Kazmee, H. (2018). Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/101130

Chicago Manual of Style (16th Edition):

Kazmee, Hasan. “Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/101130.

MLA Handbook (7th Edition):

Kazmee, Hasan. “Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications.” 2018. Web. 16 Jan 2021.

Vancouver:

Kazmee H. Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/101130.

Council of Science Editors:

Kazmee H. Performance evaluation of unconventional aggregates from primary and recycled sources for construction platform and low volume road applications. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/101130


University of Illinois – Urbana-Champaign

2. Sarker, Priyanka. Analyses and prediction of granular layer rutting trends in airport pavements due to heavy aircraft wheel loading and wander patterns.

Degree: PhD, Civil Engineering, 2020, University of Illinois – Urbana-Champaign

 This study focuses on establishing a better understanding of the combined influences of various aircraft with complex gear configuration and the gear load wanders on… (more)

Subjects/Keywords: Airport pavements; Rutting; Unbound granular layer; Accelerated pavement testing; Rut predictions; Statistical modeling; Performance based evaluation; Load wander; Multi-depth deflectometer (MDD); NAPTF

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APA (6th Edition):

Sarker, P. (2020). Analyses and prediction of granular layer rutting trends in airport pavements due to heavy aircraft wheel loading and wander patterns. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/107949

Chicago Manual of Style (16th Edition):

Sarker, Priyanka. “Analyses and prediction of granular layer rutting trends in airport pavements due to heavy aircraft wheel loading and wander patterns.” 2020. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/107949.

MLA Handbook (7th Edition):

Sarker, Priyanka. “Analyses and prediction of granular layer rutting trends in airport pavements due to heavy aircraft wheel loading and wander patterns.” 2020. Web. 16 Jan 2021.

Vancouver:

Sarker P. Analyses and prediction of granular layer rutting trends in airport pavements due to heavy aircraft wheel loading and wander patterns. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2020. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/107949.

Council of Science Editors:

Sarker P. Analyses and prediction of granular layer rutting trends in airport pavements due to heavy aircraft wheel loading and wander patterns. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2020. Available from: http://hdl.handle.net/2142/107949


University of Illinois – Urbana-Champaign

3. 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 (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 16, 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. 16 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 16]. 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

4. Na Chiangmai, Chaiwat. Experimental evaluation of monotonic and cyclic fracture behavior using disk-shaped compact tension test and released energy approach.

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

 This thesis involves the evaluation of fracture behavior of asphalt concrete under monotonic and cyclic loading using the disk-shaped compact tension (DC(T)) test and a… (more)

Subjects/Keywords: Monotonic Fracture; Cyclic Fracture; Released Energy; disk-shaped compact tension (DC(T)) Test; Fatigue Test

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APA (6th Edition):

Na Chiangmai, C. (2015). Experimental evaluation of monotonic and cyclic fracture behavior using disk-shaped compact tension test and released energy approach. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/73043

Chicago Manual of Style (16th Edition):

Na Chiangmai, Chaiwat. “Experimental evaluation of monotonic and cyclic fracture behavior using disk-shaped compact tension test and released energy approach.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/73043.

MLA Handbook (7th Edition):

Na Chiangmai, Chaiwat. “Experimental evaluation of monotonic and cyclic fracture behavior using disk-shaped compact tension test and released energy approach.” 2015. Web. 16 Jan 2021.

Vancouver:

Na Chiangmai C. Experimental evaluation of monotonic and cyclic fracture behavior using disk-shaped compact tension test and released energy approach. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/73043.

Council of Science Editors:

Na Chiangmai C. Experimental evaluation of monotonic and cyclic fracture behavior using disk-shaped compact tension test and released energy approach. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/73043


University of Illinois – Urbana-Champaign

5. Moaveni, Maziar. Advanced image analysis and techniques for degradation characterization of aggregates.

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

 Morphological or shape properties of virgin and recycled aggregate sources are known to affect pavement and railroad track mechanistic behavior and performance significantly in terms… (more)

Subjects/Keywords: Aggregate shape properties; Image processing; Aggregate degradation; Machine vision; Image segmentation; Reclaimed Asphalt Pavement (RAP)

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APA (6th Edition):

Moaveni, M. (2015). Advanced image analysis and techniques for degradation characterization of aggregates. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78734

Chicago Manual of Style (16th Edition):

Moaveni, Maziar. “Advanced image analysis and techniques for degradation characterization of aggregates.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/78734.

MLA Handbook (7th Edition):

Moaveni, Maziar. “Advanced image analysis and techniques for degradation characterization of aggregates.” 2015. Web. 16 Jan 2021.

Vancouver:

Moaveni M. Advanced image analysis and techniques for degradation characterization of aggregates. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/78734.

Council of Science Editors:

Moaveni M. Advanced image analysis and techniques for degradation characterization of aggregates. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78734


University of Illinois – Urbana-Champaign

6. Xiao, Yuanjie. Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements.

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

 Unbound aggregates are widely used in road construction to replace unsuitable soil, prepare pavement working platform or construct pavement foundation layers. Their primary function in… (more)

Subjects/Keywords: Unbound Aggregates; Flexible Pavements; Performance-based Evaluation; Resilient Modulus; Shear Strength; Permanent Deformation; Rutting; Mechanistic-Empirical Pavement Design Guide (MEPDG)

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APA (6th Edition):

Xiao, Y. (2014). Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50366

Chicago Manual of Style (16th Edition):

Xiao, Yuanjie. “Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/50366.

MLA Handbook (7th Edition):

Xiao, Yuanjie. “Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements.” 2014. Web. 16 Jan 2021.

Vancouver:

Xiao Y. Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/50366.

Council of Science Editors:

Xiao Y. Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50366


University of Illinois – Urbana-Champaign

7. Pekcan, Onur. Soft computing based parameter identification in pavements and geomechanical systems.

Degree: PhD, 0106, 2012, University of Illinois – Urbana-Champaign

 Accurate estimation of road pavement geometry and layer material properties through the use of proper nondestructive testing and sensor technologies is essential for evaluating pavement’s… (more)

Subjects/Keywords: transportation geotechnics; pavements; geomechanical systems; inverse problems; Parameter identification; backcalculation; falling weight deflectometer; artificial neural networks; genetic algorithms; soft computing; nondestructive testing; asphalt concrete; lime stabilization; subgrade; SOFTSYS; finite element method; nonlinear finite element method; ILLI-PAVE

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APA (6th Edition):

Pekcan, O. (2012). Soft computing based parameter identification in pavements and geomechanical systems. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29519

Chicago Manual of Style (16th Edition):

Pekcan, Onur. “Soft computing based parameter identification in pavements and geomechanical systems.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/29519.

MLA Handbook (7th Edition):

Pekcan, Onur. “Soft computing based parameter identification in pavements and geomechanical systems.” 2012. Web. 16 Jan 2021.

Vancouver:

Pekcan O. Soft computing based parameter identification in pavements and geomechanical systems. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/29519.

Council of Science Editors:

Pekcan O. Soft computing based parameter identification in pavements and geomechanical systems. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29519


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 16, 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. 16 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 16]. 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 (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 16, 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. 16 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 16]. 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

10. McGovern, Megan E. Non-destructive quantitative assessment of oxidation in aged and rejuvenated asphalt concrete pavements using a non-collinear wave mixing approach.

Degree: PhD, Systems & Entrepreneurial Engr, 2016, University of Illinois – Urbana-Champaign

 Oxidative aging in asphalt concrete pavements is one of the chief contributors to pavement degradation. Oxidation contributes to the formation of a diffuse micro-flaw population… (more)

Subjects/Keywords: Non-collinear wave mixing; Nonlinear acoustics; Asphalt pavements; Rejuvenators; Oxidation; Oxidative aging; Non-destructive testing; Damage characterization; Quantitative assessment; One-sided

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APA (6th Edition):

McGovern, M. E. (2016). Non-destructive quantitative assessment of oxidation in aged and rejuvenated asphalt concrete pavements using a non-collinear wave mixing approach. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/92755

Chicago Manual of Style (16th Edition):

McGovern, Megan E. “Non-destructive quantitative assessment of oxidation in aged and rejuvenated asphalt concrete pavements using a non-collinear wave mixing approach.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/92755.

MLA Handbook (7th Edition):

McGovern, Megan E. “Non-destructive quantitative assessment of oxidation in aged and rejuvenated asphalt concrete pavements using a non-collinear wave mixing approach.” 2016. Web. 16 Jan 2021.

Vancouver:

McGovern ME. Non-destructive quantitative assessment of oxidation in aged and rejuvenated asphalt concrete pavements using a non-collinear wave mixing approach. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/92755.

Council of Science Editors:

McGovern ME. Non-destructive quantitative assessment of oxidation in aged and rejuvenated asphalt concrete pavements using a non-collinear wave mixing approach. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/92755


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 16, 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. 16 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 16]. 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

12. 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 16, 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. 16 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 16]. 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

13. Mallela, Jagannath. Development of the Duomorph Asphalt Rheology Tester (DART): a self-contained, portable device for quality assurance testing of asphalt binders.

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

 This dissertation developed a bench prototype device, named as the Duomorph Asphalt Rheology Tester or DART, for use in quality assurance (QA) testing of asphalt… (more)

Subjects/Keywords: asphalt rheology; asphalt binder testing; binder rheology; Superpave binder grading; performance grade; quality control; acceptance; duomorph; bimorph; binder testing

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APA (6th Edition):

Mallela, J. (2014). Development of the Duomorph Asphalt Rheology Tester (DART): a self-contained, portable device for quality assurance testing of asphalt binders. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/55155

Chicago Manual of Style (16th Edition):

Mallela, Jagannath. “Development of the Duomorph Asphalt Rheology Tester (DART): a self-contained, portable device for quality assurance testing of asphalt binders.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/55155.

MLA Handbook (7th Edition):

Mallela, Jagannath. “Development of the Duomorph Asphalt Rheology Tester (DART): a self-contained, portable device for quality assurance testing of asphalt binders.” 2014. Web. 16 Jan 2021.

Vancouver:

Mallela J. Development of the Duomorph Asphalt Rheology Tester (DART): a self-contained, portable device for quality assurance testing of asphalt binders. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/55155.

Council of Science Editors:

Mallela J. Development of the Duomorph Asphalt Rheology Tester (DART): a self-contained, portable device for quality assurance testing of asphalt binders. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/55155

14. Gonzalez, Carlos R. Development and validation of a stress-based procedure for the design of military flexible pavements.

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

 This research study focuses on the development, validation and implementation of a new stress-based design procedure for military flexible airfield pavements. This proposed new procedure… (more)

Subjects/Keywords: airfields; CBR-Beta Criteria; military; concentration factor; Frohlich; Stress-based Design of flexible pavements; Pavement Design; California Bearing Ratio (CBR) Method

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APA (6th Edition):

Gonzalez, C. R. (2015). Development and validation of a stress-based procedure for the design of military flexible pavements. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78316

Chicago Manual of Style (16th Edition):

Gonzalez, Carlos R. “Development and validation of a stress-based procedure for the design of military flexible pavements.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/78316.

MLA Handbook (7th Edition):

Gonzalez, Carlos R. “Development and validation of a stress-based procedure for the design of military flexible pavements.” 2015. Web. 16 Jan 2021.

Vancouver:

Gonzalez CR. Development and validation of a stress-based procedure for the design of military flexible pavements. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/78316.

Council of Science Editors:

Gonzalez CR. Development and validation of a stress-based procedure for the design of military flexible pavements. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78316

15. Hakimzadeh Khoee, Salman. Evaluation of bond between pavement layers: fracture mechanics approach.

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

 Bonding between adjacent pavement layers is one of the most important factors affecting pavement service life. Poor bonding between adjacent layers of hot mix asphalt… (more)

Subjects/Keywords: Interface bonding; Fracture energy

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APA (6th Edition):

Hakimzadeh Khoee, S. (2015). Evaluation of bond between pavement layers: fracture mechanics approach. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78656

Chicago Manual of Style (16th Edition):

Hakimzadeh Khoee, Salman. “Evaluation of bond between pavement layers: fracture mechanics approach.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/78656.

MLA Handbook (7th Edition):

Hakimzadeh Khoee, Salman. “Evaluation of bond between pavement layers: fracture mechanics approach.” 2015. Web. 16 Jan 2021.

Vancouver:

Hakimzadeh Khoee S. Evaluation of bond between pavement layers: fracture mechanics approach. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/78656.

Council of Science Editors:

Hakimzadeh Khoee S. Evaluation of bond between pavement layers: fracture mechanics approach. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78656

16. Mishra, Debakanta. Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades.

Degree: PhD, 0106, 2012, University of Illinois – Urbana-Champaign

 Design of low volume roads and unsurfaced pavements traditionally involves covering the prepared subgrade with an unbound aggregate layer of sufficient thickness such that traffic-induced… (more)

Subjects/Keywords: Unsurfaced Pavements; Unbound Aggregates; Pavement Working Platforms; Gravel Roads; Uncrushed Aggregates; Accelerated Pavement Testing; Rutting; Shear Failure; Aggregate Shape; Type of Fines; Fines Content

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

APA (6th Edition):

Mishra, D. (2012). Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/31136

Chicago Manual of Style (16th Edition):

Mishra, Debakanta. “Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/31136.

MLA Handbook (7th Edition):

Mishra, Debakanta. “Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades.” 2012. Web. 16 Jan 2021.

Vancouver:

Mishra D. Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/31136.

Council of Science Editors:

Mishra D. Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/31136


University of Illinois – Urbana-Champaign

17. Kim, Minkyum. Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations.

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

 The viscoelastic modulus of hot-mix asphalt (HMA) such as the complex modulus, E*, is an essential material parameter for better paving mixture design and asphalt… (more)

Subjects/Keywords: Micromechanics; Differential scheme; particulate composite; Hot-Mix Asphalt; Complex modulus; Stiffening

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

APA (6th Edition):

Kim, M. (2010). Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/14609

Chicago Manual of Style (16th Edition):

Kim, Minkyum. “Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/14609.

MLA Handbook (7th Edition):

Kim, Minkyum. “Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations.” 2010. Web. 16 Jan 2021.

Vancouver:

Kim M. Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/14609.

Council of Science Editors:

Kim M. Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/14609


University of Illinois – Urbana-Champaign

18. Huang, Hai. Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization.

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

 Ballast is an essential layer of the railroad track structure, and provides primarily drainage and load distribution. In general, ballast aggregates are considered as uniformly… (more)

Subjects/Keywords: Discrete Element Modeling; Railroad Ballast; Digital Image Technology; Track Dynamics

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

APA (6th Edition):

Huang, H. (2010). Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16060

Chicago Manual of Style (16th Edition):

Huang, Hai. “Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 16, 2021. http://hdl.handle.net/2142/16060.

MLA Handbook (7th Edition):

Huang, Hai. “Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization.” 2010. Web. 16 Jan 2021.

Vancouver:

Huang H. Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Jan 16]. Available from: http://hdl.handle.net/2142/16060.

Council of Science Editors:

Huang H. Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16060

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