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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Mondal, Paramita"). Showing records 1 – 23 of 23 total matches.

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University of Illinois – Urbana-Champaign

1. Pandel, Bartik. Understanding the retardation of cement hydration caused by zinc.

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

 Heavy metals can be introduced into cement as impurities during its manufacturing or intentionally added to make the firing process of clinker more effective. Waste… (more)

Subjects/Keywords: Cement hydration; Retardation; Induction period; Heavy metals; Zinc; Pore solution analysis; Calorimetry; pH; XRF; FTIR; SEM

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APA (6th Edition):

Pandel, B. (2018). Understanding the retardation of cement hydration caused by zinc. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102522

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):

Pandel, Bartik. “Understanding the retardation of cement hydration caused by zinc.” 2018. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/102522.

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

MLA Handbook (7th Edition):

Pandel, Bartik. “Understanding the retardation of cement hydration caused by zinc.” 2018. Web. 26 May 2019.

Vancouver:

Pandel B. Understanding the retardation of cement hydration caused by zinc. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/102522.

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

Council of Science Editors:

Pandel B. Understanding the retardation of cement hydration caused by zinc. [Thesis]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102522

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. Wu, Di. Influence of lightweight aggregate and calcium sulfoaluminate cement on deformation of ordinary Portland cement mortar and concrete.

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

 Cracking due to shrinkage is a predominant cause of concrete constructions degradation. Several strategies were developed to mitigate shrinkage in concrete. The addition of pre-soaked… (more)

Subjects/Keywords: Shrinkage mitigation; Lightweight aggregate; Calcium sulfoaluminate cement

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APA (6th Edition):

Wu, D. (2015). Influence of lightweight aggregate and calcium sulfoaluminate cement on deformation of ordinary Portland cement mortar and concrete. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/87979

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):

Wu, Di. “Influence of lightweight aggregate and calcium sulfoaluminate cement on deformation of ordinary Portland cement mortar and concrete.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/87979.

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

MLA Handbook (7th Edition):

Wu, Di. “Influence of lightweight aggregate and calcium sulfoaluminate cement on deformation of ordinary Portland cement mortar and concrete.” 2015. Web. 26 May 2019.

Vancouver:

Wu D. Influence of lightweight aggregate and calcium sulfoaluminate cement on deformation of ordinary Portland cement mortar and concrete. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/87979.

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

Council of Science Editors:

Wu D. Influence of lightweight aggregate and calcium sulfoaluminate cement on deformation of ordinary Portland cement mortar and concrete. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/87979

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. Puligilla, Sravanthi. Understanding the role of slag on geopolymer hardening and microstructural development.

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

 The main objective of the present work was to understand the evolution of early age properties for successful application of geopolymer as an alternative binder.… (more)

Subjects/Keywords: User friendly geopolymer; Ultrasonic Wave Reflection (UWR); fly ash-slag geopolymer; hardening rate; salicylic acid methanol extraction method; Fourier transform infrared spectroscopy; pore solution extraction

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APA (6th Edition):

Puligilla, S. (2011). Understanding the role of slag on geopolymer hardening and microstructural development. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26051

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):

Puligilla, Sravanthi. “Understanding the role of slag on geopolymer hardening and microstructural development.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/26051.

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

MLA Handbook (7th Edition):

Puligilla, Sravanthi. “Understanding the role of slag on geopolymer hardening and microstructural development.” 2011. Web. 26 May 2019.

Vancouver:

Puligilla S. Understanding the role of slag on geopolymer hardening and microstructural development. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/26051.

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

Council of Science Editors:

Puligilla S. Understanding the role of slag on geopolymer hardening and microstructural development. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26051

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. Stynoski, Peter B. Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques.

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

 Carbon nanotubes have the potential to enhance the strength, toughness, and self-sensing ability of Portland cement mortar and concrete. Two processing methods were studied to… (more)

Subjects/Keywords: Portland cement; carbon nanotubes; workability; flexural strength; functionalization

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APA (6th Edition):

Stynoski, P. B. (2011). Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26299

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):

Stynoski, Peter B. “Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/26299.

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

MLA Handbook (7th Edition):

Stynoski, Peter B. “Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques.” 2011. Web. 26 May 2019.

Vancouver:

Stynoski PB. Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/26299.

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

Council of Science Editors:

Stynoski PB. Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26299

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


University of Illinois – Urbana-Champaign

5. Braroo, Sakshi. Investigation of mechanical properties of copper and aluminum covetics using nanoindentation.

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

 Covetics are novel metal-carbon materials invented by Third Millennium Metals, LLC (TMM). Covetics involve copper, aluminum, tin, zinc, silver, gold and other metals or their… (more)

Subjects/Keywords: Covetics; Nanoindentation

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APA (6th Edition):

Braroo, S. (2014). Investigation of mechanical properties of copper and aluminum covetics using nanoindentation. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/46936

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):

Braroo, Sakshi. “Investigation of mechanical properties of copper and aluminum covetics using nanoindentation.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/46936.

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

MLA Handbook (7th Edition):

Braroo, Sakshi. “Investigation of mechanical properties of copper and aluminum covetics using nanoindentation.” 2014. Web. 26 May 2019.

Vancouver:

Braroo S. Investigation of mechanical properties of copper and aluminum covetics using nanoindentation. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/46936.

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

Council of Science Editors:

Braroo S. Investigation of mechanical properties of copper and aluminum covetics using nanoindentation. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/46936

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


University of Illinois – Urbana-Champaign

6. Ardeshirilajimi, Ardavan. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.

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

 Shrinkage cracking is a predominant deterioration mechanism greatly affecting the durability and integrity of concrete structures. This is especially the case for concrete bridge decks… (more)

Subjects/Keywords: Lightweight Aggregate; Shrinkage Cracking; Concrete; Internal Curing

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APA (6th Edition):

Ardeshirilajimi, A. (2018). Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102447

Chicago Manual of Style (16th Edition):

Ardeshirilajimi, Ardavan. “Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/102447.

MLA Handbook (7th Edition):

Ardeshirilajimi, Ardavan. “Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.” 2018. Web. 26 May 2019.

Vancouver:

Ardeshirilajimi A. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/102447.

Council of Science Editors:

Ardeshirilajimi A. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102447


University of Illinois – Urbana-Champaign

7. Chaunsali, Piyush. Early-age hydration and volume change of calcium sulfoaluminate cement-based binders.

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

 Shrinkage cracking is a predominant deterioration mechanism in structures with high surface-to-volume ratio. One way to allay shrinkage-induced stresses is to use calcium sulfoaluminate (CSA)… (more)

Subjects/Keywords: Calcium Sulfoaluminate Cement; Early-Age Expansion; Expansive Cement; Ettringite; Crystallization; Thermodynamic Modeling

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APA (6th Edition):

Chaunsali, P. (2015). Early-age hydration and volume change of calcium sulfoaluminate cement-based binders. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78445

Chicago Manual of Style (16th Edition):

Chaunsali, Piyush. “Early-age hydration and volume change of calcium sulfoaluminate cement-based binders.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/78445.

MLA Handbook (7th Edition):

Chaunsali, Piyush. “Early-age hydration and volume change of calcium sulfoaluminate cement-based binders.” 2015. Web. 26 May 2019.

Vancouver:

Chaunsali P. Early-age hydration and volume change of calcium sulfoaluminate cement-based binders. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/78445.

Council of Science Editors:

Chaunsali P. Early-age hydration and volume change of calcium sulfoaluminate cement-based binders. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78445


University of Illinois – Urbana-Champaign

8. Puligilla, Sravanthi. Understanding the role of calcium on the reaction mechanism of geopolymer cements through addition of nucleation seeds.

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

 Geopolymer cement is an innovative binder proposed by Davidovits as an alternative to conventional Portland cements for construction use. It is made from minimally processed… (more)

Subjects/Keywords: Geopolymer cements; Calcium; Reaction mechanism; Nucleation seeds; Fourier transform infrared (FTIR); Scanning electron microscopy (SEM)

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APA (6th Edition):

Puligilla, S. (2017). Understanding the role of calcium on the reaction mechanism of geopolymer cements through addition of nucleation seeds. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/99379

Chicago Manual of Style (16th Edition):

Puligilla, Sravanthi. “Understanding the role of calcium on the reaction mechanism of geopolymer cements through addition of nucleation seeds.” 2017. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/99379.

MLA Handbook (7th Edition):

Puligilla, Sravanthi. “Understanding the role of calcium on the reaction mechanism of geopolymer cements through addition of nucleation seeds.” 2017. Web. 26 May 2019.

Vancouver:

Puligilla S. Understanding the role of calcium on the reaction mechanism of geopolymer cements through addition of nucleation seeds. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/99379.

Council of Science Editors:

Puligilla S. Understanding the role of calcium on the reaction mechanism of geopolymer cements through addition of nucleation seeds. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/99379


University of Illinois – Urbana-Champaign

9. Cho, Shinhu. Geopolymer composites and their applications in stress wave mitigation.

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

 In recent years, environmentally friendly materials have been the focus as alternatives to ordinary Portland cement (OPC), which generates about 6% of the total carbon… (more)

Subjects/Keywords: Geopolymer; Sustainable Material

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APA (6th Edition):

Cho, S. (2015). Geopolymer composites and their applications in stress wave mitigation. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88053

Chicago Manual of Style (16th Edition):

Cho, Shinhu. “Geopolymer composites and their applications in stress wave mitigation.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/88053.

MLA Handbook (7th Edition):

Cho, Shinhu. “Geopolymer composites and their applications in stress wave mitigation.” 2015. Web. 26 May 2019.

Vancouver:

Cho S. Geopolymer composites and their applications in stress wave mitigation. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/88053.

Council of Science Editors:

Cho S. Geopolymer composites and their applications in stress wave mitigation. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88053


University of Illinois – Urbana-Champaign

10. Musil, Sean. Novel, inorganic composites using porous, alkali-activated, aluminosilicate binders.

Degree: PhD, 0130, 2014, University of Illinois – Urbana-Champaign

 Geopolymers are an inorganic polymeric material composed of alumina, silica, and alkali metal oxides. Geopolymers are chemical and fire resistant, can be used as refractory… (more)

Subjects/Keywords: Geopolymer; Composite; Aluminosilicate; Alkali-activated

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APA (6th Edition):

Musil, S. (2014). Novel, inorganic composites using porous, alkali-activated, aluminosilicate binders. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50736

Chicago Manual of Style (16th Edition):

Musil, Sean. “Novel, inorganic composites using porous, alkali-activated, aluminosilicate binders.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/50736.

MLA Handbook (7th Edition):

Musil, Sean. “Novel, inorganic composites using porous, alkali-activated, aluminosilicate binders.” 2014. Web. 26 May 2019.

Vancouver:

Musil S. Novel, inorganic composites using porous, alkali-activated, aluminosilicate binders. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/50736.

Council of Science Editors:

Musil S. Novel, inorganic composites using porous, alkali-activated, aluminosilicate binders. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50736


University of Illinois – Urbana-Champaign

11. Chung, Chul-Woo. Ultrasonic wave reflection measurements on stiffening and setting of cement paste.

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

 The objective of this research is to extend the use of P-wave and S-wave ultrasonic wave reflection (UWR) to monitor stiffening and setting of portland… (more)

Subjects/Keywords: hydration; stiffening; setting; cement paste; ultrasonic wave reflection; premature stiffening

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APA (6th Edition):

Chung, C. (2010). Ultrasonic wave reflection measurements on stiffening and setting of cement paste. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/15556

Chicago Manual of Style (16th Edition):

Chung, Chul-Woo. “Ultrasonic wave reflection measurements on stiffening and setting of cement paste.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/15556.

MLA Handbook (7th Edition):

Chung, Chul-Woo. “Ultrasonic wave reflection measurements on stiffening and setting of cement paste.” 2010. Web. 26 May 2019.

Vancouver:

Chung C. Ultrasonic wave reflection measurements on stiffening and setting of cement paste. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/15556.

Council of Science Editors:

Chung C. Ultrasonic wave reflection measurements on stiffening and setting of cement paste. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/15556


University of Illinois – Urbana-Champaign

12. Abdelnaby, Adel. Multiple earthquake effects on degrading reinforced concrete structures.

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

 Multiple earthquakes occur at many regions around the world where complex fault systems exist. These fault systems usually do not relieve all accumulated strains at… (more)

Subjects/Keywords: Multiple Earthquakes; Damage Accumulation; Degrading Structures

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APA (6th Edition):

Abdelnaby, A. (2012). Multiple earthquake effects on degrading reinforced concrete structures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/34345

Chicago Manual of Style (16th Edition):

Abdelnaby, Adel. “Multiple earthquake effects on degrading reinforced concrete structures.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/34345.

MLA Handbook (7th Edition):

Abdelnaby, Adel. “Multiple earthquake effects on degrading reinforced concrete structures.” 2012. Web. 26 May 2019.

Vancouver:

Abdelnaby A. Multiple earthquake effects on degrading reinforced concrete structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/34345.

Council of Science Editors:

Abdelnaby A. Multiple earthquake effects on degrading reinforced concrete structures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/34345


University of Illinois – Urbana-Champaign

13. Mahmoud, Hussam N. Seismic behavior of semi-rigid steel frames.

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

 The widespread and unexpected damage to welded connections during recent earthquakes led to the investigation of alternatives for the construction of steel frames in seismic… (more)

Subjects/Keywords: Earthquake Engineering; Semi-rigid Frames; Seismic Design; Hybrid Simulation; Non-linear Time-response Analyses.

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APA (6th Edition):

Mahmoud, H. N. (2011). Seismic behavior of semi-rigid steel frames. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26164

Chicago Manual of Style (16th Edition):

Mahmoud, Hussam N. “Seismic behavior of semi-rigid steel frames.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/26164.

MLA Handbook (7th Edition):

Mahmoud, Hussam N. “Seismic behavior of semi-rigid steel frames.” 2011. Web. 26 May 2019.

Vancouver:

Mahmoud HN. Seismic behavior of semi-rigid steel frames. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/26164.

Council of Science Editors:

Mahmoud HN. Seismic behavior of semi-rigid steel frames. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26164

14. Badjatya, Palash. Prospective retarders for alkali-activated slag: stability at high alkalinity, effects on setting behavior and strength of paste.

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

 Alternate binders are becoming essential to counteract the carbon emissions caused by manufacture of ordinary Portland cements. Geopolymers or alkali-activated systems with precursors as fly… (more)

Subjects/Keywords: Alkali-activated materials; Slag; Retardation; Isothermal calorimetry; Infrared spectroscopy; Stability; pH; Sustainability

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APA (6th Edition):

Badjatya, P. (2017). Prospective retarders for alkali-activated slag: stability at high alkalinity, effects on setting behavior and strength of paste. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97322

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):

Badjatya, Palash. “Prospective retarders for alkali-activated slag: stability at high alkalinity, effects on setting behavior and strength of paste.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/97322.

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

MLA Handbook (7th Edition):

Badjatya, Palash. “Prospective retarders for alkali-activated slag: stability at high alkalinity, effects on setting behavior and strength of paste.” 2017. Web. 26 May 2019.

Vancouver:

Badjatya P. Prospective retarders for alkali-activated slag: stability at high alkalinity, effects on setting behavior and strength of paste. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/97322.

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

Council of Science Editors:

Badjatya P. Prospective retarders for alkali-activated slag: stability at high alkalinity, effects on setting behavior and strength of paste. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97322

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

15. Mosale Vijayakumar, Ranjani. Evaluating shrinkage of fly ash - slag geopolymers.

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

 The objective of current work is to investigate the volume changes that accompany the geo-polymerization reaction in order to evaluate geopolymer as a sustainable alternative… (more)

Subjects/Keywords: Geopolymers; Autogenous Shrinkage; Drying Shrinkage; Chemical Shrinkage; Fly Ash; Slag

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APA (6th Edition):

Mosale Vijayakumar, R. (2014). Evaluating shrinkage of fly ash - slag geopolymers. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/46792

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):

Mosale Vijayakumar, Ranjani. “Evaluating shrinkage of fly ash - slag geopolymers.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/46792.

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

MLA Handbook (7th Edition):

Mosale Vijayakumar, Ranjani. “Evaluating shrinkage of fly ash - slag geopolymers.” 2014. Web. 26 May 2019.

Vancouver:

Mosale Vijayakumar R. Evaluating shrinkage of fly ash - slag geopolymers. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/46792.

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

Council of Science Editors:

Mosale Vijayakumar R. Evaluating shrinkage of fly ash - slag geopolymers. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/46792

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

16. Wotring, Erik. Dispersion of graphene nanoplatelets in water with surfactant and reinforcement of mortar with graphene nanoplatelets.

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

 This research investigated the dispersion behavior of graphene nanoplatelets (GNPs) in water with water reducing admixture (WRA), a type of surfactant. The dosage of GNPs… (more)

Subjects/Keywords: graphene; nanoplatelet; water reducing admixture; superplasticizer; mortar; two parameter fracture model; dynamix light scattering (DLS); ultraviolet-visible spectroscopy (UV-vis); scanning electron microscopy (SEM); sedimentation; point of zero charge (PZC)

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APA (6th Edition):

Wotring, E. (2015). Dispersion of graphene nanoplatelets in water with surfactant and reinforcement of mortar with graphene nanoplatelets. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/72809

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):

Wotring, Erik. “Dispersion of graphene nanoplatelets in water with surfactant and reinforcement of mortar with graphene nanoplatelets.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/72809.

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

MLA Handbook (7th Edition):

Wotring, Erik. “Dispersion of graphene nanoplatelets in water with surfactant and reinforcement of mortar with graphene nanoplatelets.” 2015. Web. 26 May 2019.

Vancouver:

Wotring E. Dispersion of graphene nanoplatelets in water with surfactant and reinforcement of mortar with graphene nanoplatelets. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/72809.

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

Council of Science Editors:

Wotring E. Dispersion of graphene nanoplatelets in water with surfactant and reinforcement of mortar with graphene nanoplatelets. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/72809

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

17. Stynoski, Peter B. Quantification of bond strength between cementitious materials and microbially-induced calcium carbonate precipitates.

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

 Researchers have recently demonstrated the capabilities of microbially-induced calcium carbonate precipitation to fill and seal cracks in cementitious materials. However, the mechanical strength of microbially-induced… (more)

Subjects/Keywords: microbially-induced calcium carbonate precipitation (MICP); Two-Parameter Fracture Model (TPFM); nanoscratch; healing efficiency; resonant frequency; cement mortar repair

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APA (6th Edition):

Stynoski, P. B. (2015). Quantification of bond strength between cementitious materials and microbially-induced calcium carbonate precipitates. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89041

Chicago Manual of Style (16th Edition):

Stynoski, Peter B. “Quantification of bond strength between cementitious materials and microbially-induced calcium carbonate precipitates.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/89041.

MLA Handbook (7th Edition):

Stynoski, Peter B. “Quantification of bond strength between cementitious materials and microbially-induced calcium carbonate precipitates.” 2015. Web. 26 May 2019.

Vancouver:

Stynoski PB. Quantification of bond strength between cementitious materials and microbially-induced calcium carbonate precipitates. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/89041.

Council of Science Editors:

Stynoski PB. Quantification of bond strength between cementitious materials and microbially-induced calcium carbonate precipitates. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89041

18. Lim, Seungmin. Effects of elevated temperature exposure on cement-based composite materials.

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

 Concrete structures are considered to have higher degree of thermal and fire resistance than steel structures due to their non-combustible nature and low thermal conductivity.… (more)

Subjects/Keywords: Cement paste; High temperature exposure; Nanoindentation; Nanosilica; Carbonation

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APA (6th Edition):

Lim, S. (2015). Effects of elevated temperature exposure on cement-based composite materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78451

Chicago Manual of Style (16th Edition):

Lim, Seungmin. “Effects of elevated temperature exposure on cement-based composite materials.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/78451.

MLA Handbook (7th Edition):

Lim, Seungmin. “Effects of elevated temperature exposure on cement-based composite materials.” 2015. Web. 26 May 2019.

Vancouver:

Lim S. Effects of elevated temperature exposure on cement-based composite materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/78451.

Council of Science Editors:

Lim S. Effects of elevated temperature exposure on cement-based composite materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78451

19. Chen, Qiwen. Experimental testing and constitutive modeling of concrete confined with shape memory alloys.

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

 Concrete confinement has been proven to be effective in increasing concrete strength and ductility, which are essential characteristics for structures prone to extreme loading events,… (more)

Subjects/Keywords: Shape Memory Alloys; Confinement; Concrete; Seismic; Retrofit; Plasticity; Constitutive Model; Smart Material

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APA (6th Edition):

Chen, Q. (2015). Experimental testing and constitutive modeling of concrete confined with shape memory alloys. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/87996

Chicago Manual of Style (16th Edition):

Chen, Qiwen. “Experimental testing and constitutive modeling of concrete confined with shape memory alloys.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/87996.

MLA Handbook (7th Edition):

Chen, Qiwen. “Experimental testing and constitutive modeling of concrete confined with shape memory alloys.” 2015. Web. 26 May 2019.

Vancouver:

Chen Q. Experimental testing and constitutive modeling of concrete confined with shape memory alloys. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/87996.

Council of Science Editors:

Chen Q. Experimental testing and constitutive modeling of concrete confined with shape memory alloys. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/87996

20. Castaneda, Daniel I. Freeze-thaw environment of precast concrete crossties and effect of vibration on fresh materials.

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

 High performance concrete is typically designed to achieve high strength and low permeability. These suppositions lead practitioners to install high performance concrete in outdoor environments… (more)

Subjects/Keywords: concrete; tie; crosstie; sleeper; rail seat area; freeze-thaw; temperature; relative humidity; saturation; rheology; vibration; acceleration; flatbed; image analysis; hardened air

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APA (6th Edition):

Castaneda, D. I. (2016). Freeze-thaw environment of precast concrete crossties and effect of vibration on fresh materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/92745

Chicago Manual of Style (16th Edition):

Castaneda, Daniel I. “Freeze-thaw environment of precast concrete crossties and effect of vibration on fresh materials.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/92745.

MLA Handbook (7th Edition):

Castaneda, Daniel I. “Freeze-thaw environment of precast concrete crossties and effect of vibration on fresh materials.” 2016. Web. 26 May 2019.

Vancouver:

Castaneda DI. Freeze-thaw environment of precast concrete crossties and effect of vibration on fresh materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/92745.

Council of Science Editors:

Castaneda DI. Freeze-thaw environment of precast concrete crossties and effect of vibration on fresh materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/92745

21. Oh, Tae Keun. Defect characterization in concrete elements using vibration analysis and imaging.

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

 The deteriorating national infrastructure promotes the need for reliable non-destructive evaluation (NDE) and structural health monitoring (SHM) methods for existing concrete structures. The conventional impact-echo… (more)

Subjects/Keywords: Non-contact; air-coupled; Non-destructive testing (NDT); Low Cost Sensor; structural health monitoring (SHM); Impact-Echo; imaging; Finite Element Simulation; Non-reflecting Boundary; natural frequency; semi-clamped; mode shape; edge effect; concrete delamination; 4-D spectrum

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APA (6th Edition):

Oh, T. K. (2012). Defect characterization in concrete elements using vibration analysis and imaging. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/31160

Chicago Manual of Style (16th Edition):

Oh, Tae Keun. “Defect characterization in concrete elements using vibration analysis and imaging.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/31160.

MLA Handbook (7th Edition):

Oh, Tae Keun. “Defect characterization in concrete elements using vibration analysis and imaging.” 2012. Web. 26 May 2019.

Vancouver:

Oh TK. Defect characterization in concrete elements using vibration analysis and imaging. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/31160.

Council of Science Editors:

Oh TK. Defect characterization in concrete elements using vibration analysis and imaging. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/31160

22. Hall, Kerry S. Air-coupled ultrasonic tomographic imaging of concrete elements.

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

 Ultrasonic tomography is a powerful tool for identifying defects within an object or structure. This method can be applied on structures where x-ray tomography is… (more)

Subjects/Keywords: Air-coupled; Non-contact; Ultrasonic pulse velocity (UPV); Non-destructive testing (NDT); Nondestructive testing; Concrete; Tomography; Imaging

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APA (6th Edition):

Hall, K. S. (2011). Air-coupled ultrasonic tomographic imaging of concrete elements. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26142

Chicago Manual of Style (16th Edition):

Hall, Kerry S. “Air-coupled ultrasonic tomographic imaging of concrete elements.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/26142.

MLA Handbook (7th Edition):

Hall, Kerry S. “Air-coupled ultrasonic tomographic imaging of concrete elements.” 2011. Web. 26 May 2019.

Vancouver:

Hall KS. Air-coupled ultrasonic tomographic imaging of concrete elements. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/26142.

Council of Science Editors:

Hall KS. Air-coupled ultrasonic tomographic imaging of concrete elements. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26142

23. Gallo, Gonzalo E. Investigation of magnetic sensing system for in-place corrosion characterization in metals.

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

 Corrosion of the civil infrastructure causes structural failures and great financial losses. Continuous and effective monitoring of corrosion can lead to failure prevention and savings.… (more)

Subjects/Keywords: Corrosion; magnetic sensing; Non-destructive testing (NDT); Giant Magneto-Resistive (GMR) sensors

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APA (6th Edition):

Gallo, G. E. (2010). Investigation of magnetic sensing system for in-place corrosion characterization in metals. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16091

Chicago Manual of Style (16th Edition):

Gallo, Gonzalo E. “Investigation of magnetic sensing system for in-place corrosion characterization in metals.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/16091.

MLA Handbook (7th Edition):

Gallo, Gonzalo E. “Investigation of magnetic sensing system for in-place corrosion characterization in metals.” 2010. Web. 26 May 2019.

Vancouver:

Gallo GE. Investigation of magnetic sensing system for in-place corrosion characterization in metals. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/16091.

Council of Science Editors:

Gallo GE. Investigation of magnetic sensing system for in-place corrosion characterization in metals. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16091

.