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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Popovics, John S."). Showing records 1 – 25 of 25 total matches.

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University of Illinois – Urbana-Champaign

1. Liu, Xinyang. Monitoring microseismic activity in core samples encased in core flooding apparatus subjected to confining and pore pressures.

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

 Geological sequestration of CO2 is considered as one of the most promising technologies to mitigate global warming. The process of CO2 injection and storage in… (more)

Subjects/Keywords: Microseismicity; Acoustic emission; Geological sequestration

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APA (6th Edition):

Liu, X. (2017). Monitoring microseismic activity in core samples encased in core flooding apparatus subjected to confining and pore pressures. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97511

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):

Liu, Xinyang. “Monitoring microseismic activity in core samples encased in core flooding apparatus subjected to confining and pore pressures.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/97511.

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

MLA Handbook (7th Edition):

Liu, Xinyang. “Monitoring microseismic activity in core samples encased in core flooding apparatus subjected to confining and pore pressures.” 2017. Web. 26 May 2019.

Vancouver:

Liu X. Monitoring microseismic activity in core samples encased in core flooding apparatus subjected to confining and pore pressures. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/97511.

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

Council of Science Editors:

Liu X. Monitoring microseismic activity in core samples encased in core flooding apparatus subjected to confining and pore pressures. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97511

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. 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

3. Ham, Suyun. Damage assessment in reinforced concrete using contactless ultrasound.

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

 The poor state of the deteriorating national infrastructure makes essential the need for implementation of non-destructive evaluation (NDE) and structural health monitoring (SHM) for existing… (more)

Subjects/Keywords: ultrasonic; concrete

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APA (6th Edition):

Ham, S. (2015). Damage assessment in reinforced concrete using contactless ultrasound. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89196

Chicago Manual of Style (16th Edition):

Ham, Suyun. “Damage assessment in reinforced concrete using contactless ultrasound.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/89196.

MLA Handbook (7th Edition):

Ham, Suyun. “Damage assessment in reinforced concrete using contactless ultrasound.” 2015. Web. 26 May 2019.

Vancouver:

Ham S. Damage assessment in reinforced concrete using contactless ultrasound. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/89196.

Council of Science Editors:

Ham S. Damage assessment in reinforced concrete using contactless ultrasound. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89196


University of Illinois – Urbana-Champaign

4. Mock, Andrew W. Performance of C-Shaped structural concrete walls subjected to bi-directional loading.

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

 Reinforced concrete walls are commonly used as the lateral force resisting system for mid-rise buildings in regions of low and high seismicity. Wall geometries in… (more)

Subjects/Keywords: reinforced concrete wall; non-planar wall; coupled core wall; large-scale testing; finite element analysis; shear distribution; effective stiffness

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APA (6th Edition):

Mock, A. W. (2018). Performance of C-Shaped structural concrete walls subjected to bi-directional loading. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102466

Chicago Manual of Style (16th Edition):

Mock, Andrew W. “Performance of C-Shaped structural concrete walls subjected to bi-directional loading.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/102466.

MLA Handbook (7th Edition):

Mock, Andrew W. “Performance of C-Shaped structural concrete walls subjected to bi-directional loading.” 2018. Web. 26 May 2019.

Vancouver:

Mock AW. Performance of C-Shaped structural concrete walls subjected to bi-directional loading. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/102466.

Council of Science Editors:

Mock AW. Performance of C-Shaped structural concrete walls subjected to bi-directional loading. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102466


University of Illinois – Urbana-Champaign

5. 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

6. Pagnotta, Alexander. Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete.

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

 Accurate assessment of engineered infrastructure using nondestructive testing (NDT) is critical to the proper scheduling of the maintenance and/or replacement of infrastructure components. In reinforced… (more)

Subjects/Keywords: Impact-Echo; Defect Detection; Mechanical Wave Propagation; Probability of Detection

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APA (6th Edition):

Pagnotta, A. (2018). Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102481

Chicago Manual of Style (16th Edition):

Pagnotta, Alexander. “Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/102481.

MLA Handbook (7th Edition):

Pagnotta, Alexander. “Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete.” 2018. Web. 26 May 2019.

Vancouver:

Pagnotta A. Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/102481.

Council of Science Editors:

Pagnotta A. Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102481


University of Illinois – Urbana-Champaign

7. 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

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Zhao, Shan. “Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/102422.

MLA Handbook (7th Edition):

Zhao, Shan. “Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density.” 2018. Web. 26 May 2019.

Vancouver:

Zhao S. Development of GPR data analysis algorithms for predicting thin asphalt concrete overlay thickness and density. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/102422.

Council of Science Editors:

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

9. Behrouzi, Anahid A. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.

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

 Many reinforced concrete buildings in seismic regions employ reinforced concrete shear walls as part of the lateral force resisting system and these walls often have… (more)

Subjects/Keywords: Reinforced Concrete Walls; Structural Walls; Flanged Walls; Bi-directional Loading; Web Reinforcement

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APA (6th Edition):

Behrouzi, A. A. (2016). Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/95368

Chicago Manual of Style (16th Edition):

Behrouzi, Anahid A. “Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/95368.

MLA Handbook (7th Edition):

Behrouzi, Anahid A. “Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.” 2016. Web. 26 May 2019.

Vancouver:

Behrouzi AA. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/95368.

Council of Science Editors:

Behrouzi AA. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/95368


University of Illinois – Urbana-Champaign

10. Wilk, Stephen Thomas. Mitigation of differential movements at railroad bridge transition zones.

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

 Railroad transitions are track locations that experience a rapid change in track structure, such as a bridge or crossing. These locations are prone to differential… (more)

Subjects/Keywords: Transition zone; Bridge approach; Ballast; Settlement; Track; Train; Railroad; Non-invasive; Accelerometer

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APA (6th Edition):

Wilk, S. T. (2017). Mitigation of differential movements at railroad bridge transition zones. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97420

Chicago Manual of Style (16th Edition):

Wilk, Stephen Thomas. “Mitigation of differential movements at railroad bridge transition zones.” 2017. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/97420.

MLA Handbook (7th Edition):

Wilk, Stephen Thomas. “Mitigation of differential movements at railroad bridge transition zones.” 2017. Web. 26 May 2019.

Vancouver:

Wilk ST. Mitigation of differential movements at railroad bridge transition zones. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/97420.

Council of Science Editors:

Wilk ST. Mitigation of differential movements at railroad bridge transition zones. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97420


University of Illinois – Urbana-Champaign

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/29427.

MLA Handbook (7th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Web. 26 May 2019.

Vancouver:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/29427.

Council of Science Editors:

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


University of Illinois – Urbana-Champaign

12. Amirkhanian, Armen N. Moisture curling in concrete with fine lightweight aggregates.

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

 Moisture gradient development of concrete that incorporates saturated fine lightweight aggregates (FLWA) is not well understood. When a concrete beam or slab is exposed to… (more)

Subjects/Keywords: concrete pavements; moisture gradient; concrete curling

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APA (6th Edition):

Amirkhanian, A. N. (2016). Moisture curling in concrete with fine lightweight aggregates. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90858

Chicago Manual of Style (16th Edition):

Amirkhanian, Armen N. “Moisture curling in concrete with fine lightweight aggregates.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/90858.

MLA Handbook (7th Edition):

Amirkhanian, Armen N. “Moisture curling in concrete with fine lightweight aggregates.” 2016. Web. 26 May 2019.

Vancouver:

Amirkhanian AN. Moisture curling in concrete with fine lightweight aggregates. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/90858.

Council of Science Editors:

Amirkhanian AN. Moisture curling in concrete with fine lightweight aggregates. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90858

13. Somaratna, Jeevaka. Evaluation of linear and nonlinear vibration methods to characterize induced microstructural damage in portland cement-based materials.

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

 The ability to characterize the microstructure of concrete provides insight to the material’s load bearing capacity and durability. Apart from semi-destructive methods such as coring,… (more)

Subjects/Keywords: Vibration; Slow dynamics; Fast dynamics; Half power bandwidth; Resonance

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APA (6th Edition):

Somaratna, J. (2014). Evaluation of linear and nonlinear vibration methods to characterize induced microstructural damage in portland cement-based materials. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50670

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):

Somaratna, Jeevaka. “Evaluation of linear and nonlinear vibration methods to characterize induced microstructural damage in portland cement-based materials.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/50670.

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

MLA Handbook (7th Edition):

Somaratna, Jeevaka. “Evaluation of linear and nonlinear vibration methods to characterize induced microstructural damage in portland cement-based materials.” 2014. Web. 26 May 2019.

Vancouver:

Somaratna J. Evaluation of linear and nonlinear vibration methods to characterize induced microstructural damage in portland cement-based materials. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/50670.

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

Council of Science Editors:

Somaratna J. Evaluation of linear and nonlinear vibration methods to characterize induced microstructural damage in portland cement-based materials. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50670

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

14. Spalvier Blanco, Agustin. Acoustoelastic effects of surface waves in concrete subjected to compressive and bending stresses.

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

 This investigation focuses on the study of acoustoelastic effects on Rayleigh surface waves (R-waves) in concrete samples subjected to 4-point load bending and uniaxial compression,… (more)

Subjects/Keywords: Concrete; Acoustoelasticity; Non-destructive testing (NDT); Bending; Uniaxial Compression; Surface waves; Rayleigh waves; Ultrasound; Wave detection

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APA (6th Edition):

Spalvier Blanco, A. (2015). Acoustoelastic effects of surface waves in concrete subjected to compressive and bending stresses. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88118

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):

Spalvier Blanco, Agustin. “Acoustoelastic effects of surface waves in concrete subjected to compressive and bending stresses.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/88118.

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

MLA Handbook (7th Edition):

Spalvier Blanco, Agustin. “Acoustoelastic effects of surface waves in concrete subjected to compressive and bending stresses.” 2015. Web. 26 May 2019.

Vancouver:

Spalvier Blanco A. Acoustoelastic effects of surface waves in concrete subjected to compressive and bending stresses. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/88118.

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

Council of Science Editors:

Spalvier Blanco A. Acoustoelastic effects of surface waves in concrete subjected to compressive and bending stresses. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88118

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

15. Suraneni, Prannoy. Ultrasonic wave reflection measurements on self-compacting pastes and concretes.

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

 The objective of this study was to extend the use of combined longitudinal (P-wave) and shear (S-wave) ultrasonic wave reflection (UWR) to monitor the setting… (more)

Subjects/Keywords: Ultrasonic wave reflection; Shear wave; Longitudinal wave; Setting time; Self-compacting concrete; Partial debonding

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APA (6th Edition):

Suraneni, P. (2011). Ultrasonic wave reflection measurements on self-compacting pastes and concretes. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/24123

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):

Suraneni, Prannoy. “Ultrasonic wave reflection measurements on self-compacting pastes and concretes.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/24123.

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

MLA Handbook (7th Edition):

Suraneni, Prannoy. “Ultrasonic wave reflection measurements on self-compacting pastes and concretes.” 2011. Web. 26 May 2019.

Vancouver:

Suraneni P. Ultrasonic wave reflection measurements on self-compacting pastes and concretes. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/24123.

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

Council of Science Editors:

Suraneni P. Ultrasonic wave reflection measurements on self-compacting pastes and concretes. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/24123

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

16. Choi, Hajin. Evaluation of internal damage in reinforced concrete elements using ultrasonic tomography.

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

 Quality control and quality assurance (QC/QA) of the concrete infrastructure has become an important national issue, especially because construction inaccuracies and invisible internal defects can… (more)

Subjects/Keywords: Damage assessment; Ultrasonic; Non-destructive evaluation; Tomography; Concrete

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APA (6th Edition):

Choi, H. (2016). Evaluation of internal damage in reinforced concrete elements using ultrasonic tomography. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/95317

Chicago Manual of Style (16th Edition):

Choi, Hajin. “Evaluation of internal damage in reinforced concrete elements using ultrasonic tomography.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/95317.

MLA Handbook (7th Edition):

Choi, Hajin. “Evaluation of internal damage in reinforced concrete elements using ultrasonic tomography.” 2016. Web. 26 May 2019.

Vancouver:

Choi H. Evaluation of internal damage in reinforced concrete elements using ultrasonic tomography. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/95317.

Council of Science Editors:

Choi H. Evaluation of internal damage in reinforced concrete elements using ultrasonic tomography. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/95317

17. 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

18. 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

19. 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

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. Shin, Moochul. Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals.

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

 This research focuses on examining the use of shape memory alloy (SMA) spirals in the seismic retrofitting and repair of reinforced concrete (RC) bridge columns.… (more)

Subjects/Keywords: Active confinement; Shape memory alloy; Seismic retrofit; Repair; RC column; Concrete; Smart material; reinforced concrete (RC)

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APA (6th Edition):

Shin, M. (2012). Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30991

Chicago Manual of Style (16th Edition):

Shin, Moochul. “Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/30991.

MLA Handbook (7th Edition):

Shin, Moochul. “Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals.” 2012. Web. 26 May 2019.

Vancouver:

Shin M. Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/30991.

Council of Science Editors:

Shin M. Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30991

22. Leng, Zhen. Prediction of in-situ asphalt mixture density using ground penetrating radar: theoretical development and field verification.

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

 In-situ asphalt mixture density is critically important to the performance of flexible pavements: density that is too high, or too low, may cause early pavement… (more)

Subjects/Keywords: Asphalt Mixture; Density; Ground Penetrating Radar; Nodestructive Testing; Dielectric Constant; Compaction

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APA (6th Edition):

Leng, Z. (2012). Prediction of in-situ asphalt mixture density using ground penetrating radar: theoretical development and field verification. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29656

Chicago Manual of Style (16th Edition):

Leng, Zhen. “Prediction of in-situ asphalt mixture density using ground penetrating radar: theoretical development and field verification.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/29656.

MLA Handbook (7th Edition):

Leng, Zhen. “Prediction of in-situ asphalt mixture density using ground penetrating radar: theoretical development and field verification.” 2012. Web. 26 May 2019.

Vancouver:

Leng Z. Prediction of in-situ asphalt mixture density using ground penetrating radar: theoretical development and field verification. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/29656.

Council of Science Editors:

Leng Z. Prediction of in-situ asphalt mixture density using ground penetrating radar: theoretical development and field verification. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29656

23. Moon, Do Soo. Integrated seismic assessment and design of plan-irregular structures.

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

 Structures that have non-coincident centers of mass and stiffness are referred to as plan-irregular structures. Such structures could be highly vulnerable to earthquake damage due… (more)

Subjects/Keywords: Plan-irregular Structure; Kinematic Eccentricity; Torsional Response; Integrated Framework; Seismic Design and Assessment; Inelastic Seismic Response

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APA (6th Edition):

Moon, D. S. (2013). Integrated seismic assessment and design of plan-irregular structures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42267

Chicago Manual of Style (16th Edition):

Moon, Do Soo. “Integrated seismic assessment and design of plan-irregular structures.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/42267.

MLA Handbook (7th Edition):

Moon, Do Soo. “Integrated seismic assessment and design of plan-irregular structures.” 2013. Web. 26 May 2019.

Vancouver:

Moon DS. Integrated seismic assessment and design of plan-irregular structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/42267.

Council of Science Editors:

Moon DS. Integrated seismic assessment and design of plan-irregular structures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42267

24. 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

25. Gencturk, Bora. Multi-objective optimal seismic design of buildings using advanced engineering materials.

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

 Although seismic safety remains a major concern of society – and unfortunately this observation has been underpinned by recent earthquakes – economy and sustainability in seismic design… (more)

Subjects/Keywords: Engineered Cementitious Composites (ECC); Reinforced Concrete; Sustainability; Small-Scale Testing; Life-Cycle Cost Analysis; Optimization; Taboo Search; Dynamic Analysis; Finite Element Analysis; Constitutive Model; Performance-Based Seismic Design; Probabilistic Seismic Hazard Analysis; Spectrum Matching; Ground Motion Selection

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APA (6th Edition):

Gencturk, B. (2011). Multi-objective optimal seismic design of buildings using advanced engineering materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26252

Chicago Manual of Style (16th Edition):

Gencturk, Bora. “Multi-objective optimal seismic design of buildings using advanced engineering materials.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 26, 2019. http://hdl.handle.net/2142/26252.

MLA Handbook (7th Edition):

Gencturk, Bora. “Multi-objective optimal seismic design of buildings using advanced engineering materials.” 2011. Web. 26 May 2019.

Vancouver:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2142/26252.

Council of Science Editors:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26252

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