Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Al-Qadi, Imad L"). Showing records 1 – 30 of 43 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

Department

Degrees

Levels

▼ Search Limiters


University of Illinois – Urbana-Champaign

1. Gamez, Angeli Mariz. Impact of curing time on warm mix asphalt short-term performance.

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

 The emerging use of warm mix asphalt (WMA) technology has led to economic and environmental benefits for transportation agencies and road users. Among these benefits… (more)

Subjects/Keywords: warm mix asphalt; stone matrix asphalt (SMA); ground tire rubber; recycled asphalt pavement; asphalt concrete; warm stone matrix asphalt; short-term performance; life cycle assessment; life cycle cost analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gamez, A. M. (2013). Impact of curing time on warm mix asphalt short-term performance. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42160

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):

Gamez, Angeli Mariz. “Impact of curing time on warm mix asphalt short-term performance.” 2013. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/42160.

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

MLA Handbook (7th Edition):

Gamez, Angeli Mariz. “Impact of curing time on warm mix asphalt short-term performance.” 2013. Web. 20 Jan 2021.

Vancouver:

Gamez AM. Impact of curing time on warm mix asphalt short-term performance. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/42160.

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

Council of Science Editors:

Gamez AM. Impact of curing time on warm mix asphalt short-term performance. [Thesis]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42160

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. Ghauch, Ziad. Micromechanical finite element modeling of asphalt concrete materials considering moisture presence.

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

 Asphalt Concrete (AC) is a composite material consisting of natural or recycled aggregates blended with petroleum-based binder. The majority of pavements in the U.S. include… (more)

Subjects/Keywords: Micromechanical finite element modeling; asphalt concrete; moisture damage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ghauch, Z. (2014). Micromechanical finite element modeling of asphalt concrete materials considering moisture presence. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50423

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):

Ghauch, Ziad. “Micromechanical finite element modeling of asphalt concrete materials considering moisture presence.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/50423.

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

MLA Handbook (7th Edition):

Ghauch, Ziad. “Micromechanical finite element modeling of asphalt concrete materials considering moisture presence.” 2014. Web. 20 Jan 2021.

Vancouver:

Ghauch Z. Micromechanical finite element modeling of asphalt concrete materials considering moisture presence. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/50423.

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

Council of Science Editors:

Ghauch Z. Micromechanical finite element modeling of asphalt concrete materials considering moisture presence. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50423

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. Salinas Cortina, Alejandro. Optimization of in-situ tack coat application rate and installation.

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

 Interface bonding between pavement layers is a key factor affecting the performance of any pavement structure. Over the years, several studies have been performed to… (more)

Subjects/Keywords: Tack coat; Interface Bonding; Shear Strength; SS-1vh; Interface Shear Testing Device; Field Evaluation; Interface; Shear Bonding; Non-track tack coat

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Salinas Cortina, A. (2012). Optimization of in-situ tack coat application rate and installation. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30901

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):

Salinas Cortina, Alejandro. “Optimization of in-situ tack coat application rate and installation.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/30901.

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

MLA Handbook (7th Edition):

Salinas Cortina, Alejandro. “Optimization of in-situ tack coat application rate and installation.” 2012. Web. 20 Jan 2021.

Vancouver:

Salinas Cortina A. Optimization of in-situ tack coat application rate and installation. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/30901.

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

Council of Science Editors:

Salinas Cortina A. Optimization of in-situ tack coat application rate and installation. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30901

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. Gungor, Osman Erman. Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire.

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

 The Mechanistic-Empirical Pavement Design Guide (MEPDG) provides a superior methodology as compared to its predecessor in the design and analysis of pavement structures. The mechanistic… (more)

Subjects/Keywords: Mechanistic-Empirical Pavement Design Guide (MEPDG); Adjustment Factors; Finite element (FE) Analysis; AASHTOWare Pavement ME

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gungor, O. E. (2015). Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89243

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):

Gungor, Osman Erman. “Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/89243.

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

MLA Handbook (7th Edition):

Gungor, Osman Erman. “Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire.” 2015. Web. 20 Jan 2021.

Vancouver:

Gungor OE. Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/89243.

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

Council of Science Editors:

Gungor OE. Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89243

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

5. Kanaan, Ahmad. Impact of recycled asphalt shingles on asphalt concrete characteristics.

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

 The use of recycled materials in asphalt mixtures such as reclaimed asphalt pavements (RAP) and more recently recycled asphalt shingles (RAS) have become widely accepted… (more)

Subjects/Keywords: Recycled materials; asphalt Binder replacement (ABR); recycled asphalt shingles (RAS); reclaimed asphalt pavements (RAP)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kanaan, A. (2013). Impact of recycled asphalt shingles on asphalt concrete characteristics. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/45354

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):

Kanaan, Ahmad. “Impact of recycled asphalt shingles on asphalt concrete characteristics.” 2013. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/45354.

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

MLA Handbook (7th Edition):

Kanaan, Ahmad. “Impact of recycled asphalt shingles on asphalt concrete characteristics.” 2013. Web. 20 Jan 2021.

Vancouver:

Kanaan A. Impact of recycled asphalt shingles on asphalt concrete characteristics. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/45354.

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

Council of Science Editors:

Kanaan A. Impact of recycled asphalt shingles on asphalt concrete characteristics. [Thesis]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/45354

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

6. Hasiba, Khaled. Development of a testing approach for tack coat application rate at pavement layer interfaces.

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

 Pavement interlayer bonding is one of the critical factors that affect the pavement service life. In addition to difficulties in compaction, lack of interface bonding… (more)

Subjects/Keywords: interface; interlayer; shear strength; tack coat; SS-1vh; bonding; HMA-HMA; temperature; curing time; mix type; application rate; surface texture; Hot Mix Asphalt Concrete (HMA)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hasiba, K. (2012). Development of a testing approach for tack coat application rate at pavement layer interfaces. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30977

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):

Hasiba, Khaled. “Development of a testing approach for tack coat application rate at pavement layer interfaces.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/30977.

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

MLA Handbook (7th Edition):

Hasiba, Khaled. “Development of a testing approach for tack coat application rate at pavement layer interfaces.” 2012. Web. 20 Jan 2021.

Vancouver:

Hasiba K. Development of a testing approach for tack coat application rate at pavement layer interfaces. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/30977.

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

Council of Science Editors:

Hasiba K. Development of a testing approach for tack coat application rate at pavement layer interfaces. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30977

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. 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)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

8. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

9. 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)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

10. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

11. 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)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

12. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

13. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

14. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

15. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

16. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 January 20, 2021. 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. 20 Jan 2021.

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 2021 Jan 20]. 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

17. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

18. Lewis, Amanda L. Embankment performance under earthquake loading.

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

 Transportation networks are essential for a functional society and are a major component of civil infrastructure. The importance of a functioning network is heightened in… (more)

Subjects/Keywords: pavement; embankment; seismic; earthquake

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lewis, A. L. (2011). Embankment performance under earthquake loading. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/24429

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):

Lewis, Amanda L. “Embankment performance under earthquake loading.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/24429.

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

MLA Handbook (7th Edition):

Lewis, Amanda L. “Embankment performance under earthquake loading.” 2011. Web. 20 Jan 2021.

Vancouver:

Lewis AL. Embankment performance under earthquake loading. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/24429.

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

Council of Science Editors:

Lewis AL. Embankment performance under earthquake loading. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/24429

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

19. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

20. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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

21. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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


University of Illinois – Urbana-Champaign

22. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 20, 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. 20 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 20]. 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

23. 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)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 January 20, 2021. 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. 20 Jan 2021.

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 2021 Jan 20]. 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

24. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 20, 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. 20 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 20]. 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

25. Moreu-Alonso, Fernando. Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS).

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

 To increase overall profitability, add capacity to rail operations to meet projected needs, and comply with new federal regulations on bridge safety, North American railroads… (more)

Subjects/Keywords: railroad bridges; structural health monitoring; bridge maintenance; monitoring; fragility; decision making; assessment; wireless smart sensors

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Moreu-Alonso, F. (2015). Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS). (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78448

Chicago Manual of Style (16th Edition):

Moreu-Alonso, Fernando. “Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS).” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2021. http://hdl.handle.net/2142/78448.

MLA Handbook (7th Edition):

Moreu-Alonso, Fernando. “Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS).” 2015. Web. 20 Jan 2021.

Vancouver:

Moreu-Alonso F. Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS). [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Jan 20]. Available from: http://hdl.handle.net/2142/78448.

Council of Science Editors:

Moreu-Alonso F. Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS). [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78448


University of Illinois – Urbana-Champaign

26. 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.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 January 20, 2021. 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. 20 Jan 2021.

Vancouver:

Wang D. Analytical solutions for temperature profile prediction in multi-layered pavement systems. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Jan 20]. 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

27. 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)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 20, 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. 20 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 20]. 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

28. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 20, 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. 20 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 20]. 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

29. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 January 20, 2021. 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. 20 Jan 2021.

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 2021 Jan 20]. 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

30. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

[1] [2]

.