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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Roesler, Jeffery R."). Showing records 1 – 19 of 19 total matches.

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University of Illinois – Urbana-Champaign

1. Ferrebee, Eric. Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements.

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

 The heightened interest in sustainability applied to the roadway industry has highlighted the need for suitable quantitative analysis tools for assessing the environmental impact of… (more)

Subjects/Keywords: Life cycle assessment (LCA); environmental impact; sustainability; concrete pavement; pavement; continuously reinforced concrete pavement (CRCP); jointed plain concrete pavement (JPCP); supplementary cementitious materials (SCMs)

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APA (6th Edition):

Ferrebee, E. (2015). Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/72844

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):

Ferrebee, Eric. “Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/72844.

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

MLA Handbook (7th Edition):

Ferrebee, Eric. “Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements.” 2015. Web. 24 Nov 2017.

Vancouver:

Ferrebee E. Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/72844.

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

Council of Science Editors:

Ferrebee E. Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/72844

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. Chavan, Hemant. Field investigation of subgrade non-uniformity effects on concrete pavement.

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

 The traditional method of designing concrete pavements is through the assignment of a single modulus of subgrade reaction (k-value) to the soil for the section… (more)

Subjects/Keywords: nonuniformity of subgrade; nonuniformity; subgrade; concrete pavement; finite element analysis; foundation support; modulus of subgrade reaction; uniform

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APA (6th Edition):

Chavan, H. (2013). Field investigation of subgrade non-uniformity effects on concrete pavement. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42163

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):

Chavan, Hemant. “Field investigation of subgrade non-uniformity effects on concrete pavement.” 2013. Thesis, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/42163.

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

MLA Handbook (7th Edition):

Chavan, Hemant. “Field investigation of subgrade non-uniformity effects on concrete pavement.” 2013. Web. 24 Nov 2017.

Vancouver:

Chavan H. Field investigation of subgrade non-uniformity effects on concrete pavement. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2013. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/42163.

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

Council of Science Editors:

Chavan H. Field investigation of subgrade non-uniformity effects on concrete pavement. [Thesis]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42163

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

3. Brand, Alexander Sebastian. Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles.

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

 The use of reclaimed asphalt pavement (RAP) as a partial replacement of coarse aggregate in concrete paving mixtures has seen recent interest as a result… (more)

Subjects/Keywords: Concrete microstructure; interfacial transition zone; reclaimed asphalt pavement; fractionated reclaimed asphalt pavement; scanning electron microscopy; backscattered electron microscopy; image analysis; bond energy; slab capacity; recycled concrete aggregate; steel furnace slag aggregate; electric arc furnace slag; basic oxygen furnace slag; autoclave expansion; free calcium oxide

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APA (6th Edition):

Brand, A. S. (2015). Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88969

Chicago Manual of Style (16th Edition):

Brand, Alexander Sebastian. “Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/88969.

MLA Handbook (7th Edition):

Brand, Alexander Sebastian. “Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles.” 2015. Web. 24 Nov 2017.

Vancouver:

Brand AS. Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/88969.

Council of Science Editors:

Brand AS. Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88969


University of Illinois – Urbana-Champaign

4. Wang, Dong. Analytical solutions for temperature profile prediction in multi-layered pavement systems.

Degree: PhD, 0106, 2011, University of Illinois – Urbana-Champaign

 Accurate prediction of pavement temperature profile is essential to better characterize the mechanistic properties of paving materials and predict pavement responses under traffic and environmental… (more)

Subjects/Keywords: Analytical methods; Pavement temperature profile; Integral transform techniques; Layered elastic theory; Displacement field; Stress field.

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APA (6th Edition):

Wang, D. (2011). Analytical solutions for temperature profile prediction in multi-layered pavement systems. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/18241

Chicago Manual of Style (16th Edition):

Wang, Dong. “Analytical solutions for temperature profile prediction in multi-layered pavement systems.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/18241.

MLA Handbook (7th Edition):

Wang, Dong. “Analytical solutions for temperature profile prediction in multi-layered pavement systems.” 2011. Web. 24 Nov 2017.

Vancouver:

Wang D. Analytical solutions for temperature profile prediction in multi-layered pavement systems. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/18241.

Council of Science Editors:

Wang D. Analytical solutions for temperature profile prediction in multi-layered pavement systems. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/18241


University of Illinois – Urbana-Champaign

5. Evangelista, Francisco, Jr. Three-dimensional modeling of failure in quasi-brittle materials and structures.

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

 In most serviceability conditions, concrete structures present quasi-brittle behavior and failure due to the presence of a nonlinear fracture process zone ahead of the crack… (more)

Subjects/Keywords: fracture mechanics, cohesive zone model; quasi-brittle materials, concrete materials; three-dimensional modeling; multi-scale modeling

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APA (6th Edition):

Evangelista, Francisco, J. (2012). Three-dimensional modeling of failure in quasi-brittle materials and structures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29543

Chicago Manual of Style (16th Edition):

Evangelista, Francisco, Jr. “Three-dimensional modeling of failure in quasi-brittle materials and structures.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/29543.

MLA Handbook (7th Edition):

Evangelista, Francisco, Jr. “Three-dimensional modeling of failure in quasi-brittle materials and structures.” 2012. Web. 24 Nov 2017.

Vancouver:

Evangelista, Francisco J. Three-dimensional modeling of failure in quasi-brittle materials and structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/29543.

Council of Science Editors:

Evangelista, Francisco J. Three-dimensional modeling of failure in quasi-brittle materials and structures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29543


University of Illinois – Urbana-Champaign

6. Foltz, Raymond. Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design.

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

 For earthquake-resistant design, adequate concrete confinement is vital for a ductile structural response and for providing a stable energy dissipating mechanism. Since concrete materials generally… (more)

Subjects/Keywords: High-Performance Fiber-Reinforced Cementitious Composites (HPFRCC); High-Performance Fiber-Reinforced Concrete; Biaxial HPFRCC Strength; Pile-Wharf Connection Test; HPFRCC Modeling

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APA (6th Edition):

Foltz, R. (2012). Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29650

Chicago Manual of Style (16th Edition):

Foltz, Raymond. “Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/29650.

MLA Handbook (7th Edition):

Foltz, Raymond. “Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design.” 2012. Web. 24 Nov 2017.

Vancouver:

Foltz R. Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/29650.

Council of Science Editors:

Foltz R. Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29650


University of Illinois – Urbana-Champaign

7. 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 November 24, 2017. http://hdl.handle.net/2142/78734.

MLA Handbook (7th Edition):

Moaveni, Maziar. “Advanced image analysis and techniques for degradation characterization of aggregates.” 2015. Web. 24 Nov 2017.

Vancouver:

Moaveni M. Advanced image analysis and techniques for degradation characterization of aggregates. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2017 Nov 24]. 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

8. 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 November 24, 2017. 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. 24 Nov 2017.

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 2017 Nov 24]. 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

9. Behnia, Behzad. An acoustic emission-based test to evaluate low temperature behavior of asphalt materials.

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

 Low temperature cracking in asphalt pavements located in cold climates is a major cause of pavement deterioration. Accurate evaluation of low temperature cracking behavior of… (more)

Subjects/Keywords: Acoustic emission; Thermal cracking; Asphalt material; Non-destructive testing (NDT)

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APA (6th Edition):

Behnia, B. (2013). An acoustic emission-based test to evaluate low temperature behavior of asphalt materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/45584

Chicago Manual of Style (16th Edition):

Behnia, Behzad. “An acoustic emission-based test to evaluate low temperature behavior of asphalt materials.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/45584.

MLA Handbook (7th Edition):

Behnia, Behzad. “An acoustic emission-based test to evaluate low temperature behavior of asphalt materials.” 2013. Web. 24 Nov 2017.

Vancouver:

Behnia B. An acoustic emission-based test to evaluate low temperature behavior of asphalt materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/45584.

Council of Science Editors:

Behnia B. An acoustic emission-based test to evaluate low temperature behavior of asphalt materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/45584


University of Illinois – Urbana-Champaign

10. Baek, Jongeun. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.

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

 Hot-mix asphalt (HMA) overlay is regarded as an efficient method to rehabilitate moderately deteriorated pavements. Despite the application of an adequately designed overlay, when HMA… (more)

Subjects/Keywords: Hot-mix asphalt overlay; Reflective cracking; Interlayer system; finite element model; cohesive zone model

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APA (6th Edition):

Baek, J. (2010). Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16021

Chicago Manual of Style (16th Edition):

Baek, Jongeun. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/16021.

MLA Handbook (7th Edition):

Baek, Jongeun. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” 2010. Web. 24 Nov 2017.

Vancouver:

Baek J. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/16021.

Council of Science Editors:

Baek J. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16021


University of Illinois – Urbana-Champaign

11. D'Ambrosia, Matthew. Early age creep and shrinkage of emerging concrete materials.

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

 Concrete pavements and structures are especially vulnerable to cracking at early age. The volumetric instability of concrete at early age is a frequent cause of… (more)

Subjects/Keywords: concrete volume change; tensile creep; autogenous shrinkage; restrained cracking; self-consolidating concrete (SCC); shrinkage reducing admixtures (SRA); high-performance concrete (HPC)

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APA (6th Edition):

D'Ambrosia, M. (2012). Early age creep and shrinkage of emerging concrete materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29427

Chicago Manual of Style (16th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/29427.

MLA Handbook (7th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Web. 24 Nov 2017.

Vancouver:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/29427.

Council of Science Editors:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29427

12. King, Daniel E. Surface and microstructural properties of photocatalytic cements for pavement applications.

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

 Thin concrete inlays incorporating flowable fibrous concrete (FFC) mix designs as well as titanium dioxide (TiO2)-containing photocatalytic cements are a promising pavement preservation solution. These… (more)

Subjects/Keywords: Photocatalytic Concrete; Photocatalytic Cement; Titanium Dioxide; Pavement Preservation; Concrete Overlays; Sustainability; Albedo

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APA (6th Edition):

King, D. E. (2016). Surface and microstructural properties of photocatalytic cements for pavement applications. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/92656

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):

King, Daniel E. “Surface and microstructural properties of photocatalytic cements for pavement applications.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/92656.

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

MLA Handbook (7th Edition):

King, Daniel E. “Surface and microstructural properties of photocatalytic cements for pavement applications.” 2016. Web. 24 Nov 2017.

Vancouver:

King DE. Surface and microstructural properties of photocatalytic cements for pavement applications. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/92656.

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

Council of Science Editors:

King DE. Surface and microstructural properties of photocatalytic cements for pavement applications. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/92656

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

13. Sen, Sushobhan. Impact of pavements on the urban heat island.

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

 Globally, the rapid pace of urbanization has led to several environmental challenges since the time of the Industrial Revolution. Recently however, unhindered use and modification… (more)

Subjects/Keywords: Urban heat island; pavement life cycle assessment; albedo; concrete pavements

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APA (6th Edition):

Sen, S. (2015). Impact of pavements on the urban heat island. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88095

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):

Sen, Sushobhan. “Impact of pavements on the urban heat island.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/88095.

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

MLA Handbook (7th Edition):

Sen, Sushobhan. “Impact of pavements on the urban heat island.” 2015. Web. 24 Nov 2017.

Vancouver:

Sen S. Impact of pavements on the urban heat island. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/88095.

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

Council of Science Editors:

Sen S. Impact of pavements on the urban heat island. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88095

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

14. Amirkhanian, Armen. Properties of functionally graded concrete slabs.

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

 The first part of this research project examined the feasibility of developing a fracture test that was easy to perform in the field. The standard… (more)

Subjects/Keywords: concrete; compact tension test; concrete fracture

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APA (6th Edition):

Amirkhanian, A. (2012). Properties of functionally graded concrete slabs. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/31114

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):

Amirkhanian, Armen. “Properties of functionally graded concrete slabs.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/31114.

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

MLA Handbook (7th Edition):

Amirkhanian, Armen. “Properties of functionally graded concrete slabs.” 2012. Web. 24 Nov 2017.

Vancouver:

Amirkhanian A. Properties of functionally graded concrete slabs. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/31114.

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

Council of Science Editors:

Amirkhanian A. Properties of functionally graded concrete slabs. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/31114

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

15. Brand, Alexander. Fractionated reclaimed asphalt pavement as a coarse aggregate replacement in a ternary blended concrete pavement.

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

 Due to increasing quantities of fractionated reclaimed asphalt pavement (FRAP) generated from rehabilitation projects, the Illinois State Toll Highway Authority (Tollway) initiated a study to… (more)

Subjects/Keywords: fractionated reclaimed asphalt pavement; fractionated reclaimed asphalt pavement (FRAP); reclaimed asphalt pavement; reclaimed asphalt pavement (RAP); concrete; ternary concrete; slag; fly ash; pavements; durability; fracture; shrinkage; recycling pavements; green concrete; sustainability

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

APA (6th Edition):

Brand, A. (2012). Fractionated reclaimed asphalt pavement as a coarse aggregate replacement in a ternary blended concrete pavement. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/31125

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):

Brand, Alexander. “Fractionated reclaimed asphalt pavement as a coarse aggregate replacement in a ternary blended concrete pavement.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/31125.

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

MLA Handbook (7th Edition):

Brand, Alexander. “Fractionated reclaimed asphalt pavement as a coarse aggregate replacement in a ternary blended concrete pavement.” 2012. Web. 24 Nov 2017.

Vancouver:

Brand A. Fractionated reclaimed asphalt pavement as a coarse aggregate replacement in a ternary blended concrete pavement. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/31125.

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

Council of Science Editors:

Brand A. Fractionated reclaimed asphalt pavement as a coarse aggregate replacement in a ternary blended concrete pavement. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/31125

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

16. Bordelon, Amanda C. Flowable Fibrous Concrete For Thin Pavement Inlays.

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

 Synthetic fibers within a flowable fibrous concrete (FFC) mixture were characterized by relating their spatial distribution and orientations, determined from x-ray computed tomography (CT), with… (more)

Subjects/Keywords: Fiber-reinforced Concrete; X-ray Computed Tomography; Pavement Rehabilitation; Thin Concrete Pavement

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

APA (6th Edition):

Bordelon, A. C. (2012). Flowable Fibrous Concrete For Thin Pavement Inlays. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29805

Chicago Manual of Style (16th Edition):

Bordelon, Amanda C. “Flowable Fibrous Concrete For Thin Pavement Inlays.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/29805.

MLA Handbook (7th Edition):

Bordelon, Amanda C. “Flowable Fibrous Concrete For Thin Pavement Inlays.” 2012. Web. 24 Nov 2017.

Vancouver:

Bordelon AC. Flowable Fibrous Concrete For Thin Pavement Inlays. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/29805.

Council of Science Editors:

Bordelon AC. Flowable Fibrous Concrete For Thin Pavement Inlays. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29805

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

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 November 24, 2017. 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. 24 Nov 2017.

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 2017 Nov 24]. 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

18. Ozer, Hasan. Development of domain integral and generalized finite element methods for three dimensional analysis of near-surface cracking in flexible pavements.

Degree: PhD, 0106, 2011, University of Illinois – Urbana-Champaign

 Layered elastic theories and finite element method are among the most familiar and practiced mechanistic approaches. These approaches succeed to a certain extent in the… (more)

Subjects/Keywords: Generalized Finite Element Method (GFEM); pavements; fracture; tires

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APA (6th Edition):

Ozer, H. (2011). Development of domain integral and generalized finite element methods for three dimensional analysis of near-surface cracking in flexible pavements. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/24268

Chicago Manual of Style (16th Edition):

Ozer, Hasan. “Development of domain integral and generalized finite element methods for three dimensional analysis of near-surface cracking in flexible pavements.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/24268.

MLA Handbook (7th Edition):

Ozer, Hasan. “Development of domain integral and generalized finite element methods for three dimensional analysis of near-surface cracking in flexible pavements.” 2011. Web. 24 Nov 2017.

Vancouver:

Ozer H. Development of domain integral and generalized finite element methods for three dimensional analysis of near-surface cracking in flexible pavements. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/24268.

Council of Science Editors:

Ozer H. Development of domain integral and generalized finite element methods for three dimensional analysis of near-surface cracking in flexible pavements. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/24268


University of Illinois – Urbana-Champaign

19. Rao, Shreenath P. Characterizing effective built-in curling and its effect on concrete pavement cracking.

Degree: PhD, Civil Engineering, 2005, University of Illinois – Urbana-Champaign

 Differential expansion and contraction between the top and bottom of a concrete slab results in curling. Curling affects stresses and deflections and is an important… (more)

Subjects/Keywords: curling; concrete pavement cracking

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

APA (6th Edition):

Rao, S. P. (2005). Characterizing effective built-in curling and its effect on concrete pavement cracking. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29960

Chicago Manual of Style (16th Edition):

Rao, Shreenath P. “Characterizing effective built-in curling and its effect on concrete pavement cracking.” 2005. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 24, 2017. http://hdl.handle.net/2142/29960.

MLA Handbook (7th Edition):

Rao, Shreenath P. “Characterizing effective built-in curling and its effect on concrete pavement cracking.” 2005. Web. 24 Nov 2017.

Vancouver:

Rao SP. Characterizing effective built-in curling and its effect on concrete pavement cracking. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2005. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2142/29960.

Council of Science Editors:

Rao SP. Characterizing effective built-in curling and its effect on concrete pavement cracking. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2005. Available from: http://hdl.handle.net/2142/29960

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