Advanced search options

Advanced Search Options 🞨

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

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"University of Texas – Austin" +contributor:("Folliard, Kevin"). Showing records 1 – 30 of 33 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


University of Texas – Austin

1. -0549-3153. Improving the sulfate resistance of Class C fly ash : a scientific approach to making bad ash concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2018, University of Texas – Austin

 Decades of research have shown that high calcium fly ash, when used as a partial replacement for portland cement, produces a binder that is susceptible… (more)

Subjects/Keywords: Sulfate attack; Class C fly ash; Sulfate resistance; QXRD; Isothermal calorimetry; ASTM C 1012

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-0549-3153. (2018). Improving the sulfate resistance of Class C fly ash : a scientific approach to making bad ash concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68158

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

Chicago Manual of Style (16th Edition):

-0549-3153. “Improving the sulfate resistance of Class C fly ash : a scientific approach to making bad ash concrete.” 2018. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/68158.

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

MLA Handbook (7th Edition):

-0549-3153. “Improving the sulfate resistance of Class C fly ash : a scientific approach to making bad ash concrete.” 2018. Web. 18 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-0549-3153. Improving the sulfate resistance of Class C fly ash : a scientific approach to making bad ash concrete. [Internet] [Thesis]. University of Texas – Austin; 2018. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/68158.

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

Council of Science Editors:

-0549-3153. Improving the sulfate resistance of Class C fly ash : a scientific approach to making bad ash concrete. [Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68158

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


University of Texas – Austin

2. Lowe, Travis Evans. An investigative study on physical sulfate attack and alkali-silica reaction test methods.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 This thesis is unique in that it investigated two completely different forms of concrete deterioration: physical sulfate attack and the alkali-silica reaction (ASR). Research was… (more)

Subjects/Keywords: Physical sulfate attack; Physical salt attack; Alkali-silica reaction; Concrete prism test; ASTM c1293; ASTM C 1293; Alkali-silica reaction test methods

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lowe, T. E. (2011). An investigative study on physical sulfate attack and alkali-silica reaction test methods. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3339

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):

Lowe, Travis Evans. “An investigative study on physical sulfate attack and alkali-silica reaction test methods.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3339.

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

MLA Handbook (7th Edition):

Lowe, Travis Evans. “An investigative study on physical sulfate attack and alkali-silica reaction test methods.” 2011. Web. 18 Jun 2019.

Vancouver:

Lowe TE. An investigative study on physical sulfate attack and alkali-silica reaction test methods. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3339.

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

Council of Science Editors:

Lowe TE. An investigative study on physical sulfate attack and alkali-silica reaction test methods. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3339

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


University of Texas – Austin

3. -8781-1820. Development and laboratory testing of Ultra High Performance Concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 Ultra-High Performance Concrete (UHPC) is an emerging material technology that exhibits a combination of high compressive strength, high tensile strength, high toughness and ductility, and… (more)

Subjects/Keywords: Concrete; Ultra High Performance Concrete; UHPC; Mechanical testing; Strain hardening concrete; Ductal; UHPC bridge connections; UHPC closure pours; Nonproprietary

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-8781-1820. (2016). Development and laboratory testing of Ultra High Performance Concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47240

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

Chicago Manual of Style (16th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/47240.

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

MLA Handbook (7th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Web. 18 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/47240.

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

Council of Science Editors:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47240

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


University of Texas – Austin

4. Resendez, Yadhira Aracely. Monitoring of an outdoor exposure site : evaluating different treatment methods for mitigation of alkali-silica reactivity in hardened concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 This research project, funded by the Federal Highway Administration, entails the construction of an outdoor exposure site in order to evaluate various methods for mitigating… (more)

Subjects/Keywords: Alkali silica reactivity; ASR; Concrete; Mitigation; Silane; Lithium nitrate; Deicers; Carbon fiber; Asphalt overlay; Concrete overlay; Reinforced polymer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Resendez, Y. A. (2011). Monitoring of an outdoor exposure site : evaluating different treatment methods for mitigation of alkali-silica reactivity in hardened concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3606

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):

Resendez, Yadhira Aracely. “Monitoring of an outdoor exposure site : evaluating different treatment methods for mitigation of alkali-silica reactivity in hardened concrete.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3606.

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

MLA Handbook (7th Edition):

Resendez, Yadhira Aracely. “Monitoring of an outdoor exposure site : evaluating different treatment methods for mitigation of alkali-silica reactivity in hardened concrete.” 2011. Web. 18 Jun 2019.

Vancouver:

Resendez YA. Monitoring of an outdoor exposure site : evaluating different treatment methods for mitigation of alkali-silica reactivity in hardened concrete. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3606.

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

Council of Science Editors:

Resendez YA. Monitoring of an outdoor exposure site : evaluating different treatment methods for mitigation of alkali-silica reactivity in hardened concrete. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3606

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


University of Texas – Austin

5. Kreitman, Kerry Lynn. Nondestructive evaluation of reinforced concrete structures affected by alkali-silica reaction and delayed ettringite formation.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 Alkali-silica reaction (ASR) and delayed ettringite formation (DEF) deterioration have been a problem for the concrete infrastructure in the state of Texas and around the… (more)

Subjects/Keywords: Nondestructive testing; Alkali-silica reaction; Delayed ettringite formation; Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kreitman, K. L. (2011). Nondestructive evaluation of reinforced concrete structures affected by alkali-silica reaction and delayed ettringite formation. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-08-4086

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):

Kreitman, Kerry Lynn. “Nondestructive evaluation of reinforced concrete structures affected by alkali-silica reaction and delayed ettringite formation.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-08-4086.

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

MLA Handbook (7th Edition):

Kreitman, Kerry Lynn. “Nondestructive evaluation of reinforced concrete structures affected by alkali-silica reaction and delayed ettringite formation.” 2011. Web. 18 Jun 2019.

Vancouver:

Kreitman KL. Nondestructive evaluation of reinforced concrete structures affected by alkali-silica reaction and delayed ettringite formation. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4086.

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

Council of Science Editors:

Kreitman KL. Nondestructive evaluation of reinforced concrete structures affected by alkali-silica reaction and delayed ettringite formation. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4086

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


University of Texas – Austin

6. Pesek, Phillip Wayne. Temperature, stress, and strength development of early-age bridge deck concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 In bridge deck concrete, early-age cracking can lead to substantial serviceability and structural integrity issues over the lifespan of the bridge. An understanding of the… (more)

Subjects/Keywords: Early-age concrete; Bridge deck; Temperature; Strength; Creep; Rigid cracking frame

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pesek, P. W. (2011). Temperature, stress, and strength development of early-age bridge deck concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-08-4270

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):

Pesek, Phillip Wayne. “Temperature, stress, and strength development of early-age bridge deck concrete.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-08-4270.

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

MLA Handbook (7th Edition):

Pesek, Phillip Wayne. “Temperature, stress, and strength development of early-age bridge deck concrete.” 2011. Web. 18 Jun 2019.

Vancouver:

Pesek PW. Temperature, stress, and strength development of early-age bridge deck concrete. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4270.

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

Council of Science Editors:

Pesek PW. Temperature, stress, and strength development of early-age bridge deck concrete. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4270

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


University of Texas – Austin

7. -5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 This thesis presents the investigation towards increasing the understanding of the effect of polycarboxylate (PCE) High-Range Water-Reducers (HRWRs) on the performance of concrete mixtures, with… (more)

Subjects/Keywords: Precast concrete; High-Range Water-Reducers; Polycarboxylate-based; Autogenous shrinkage; Micro-cracking; Precast concrete beams; ASTM C494; Concrete mixtures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-5448-0167. (2016). Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47221

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

Chicago Manual of Style (16th Edition):

-5448-0167. “Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.” 2016. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/47221.

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

MLA Handbook (7th Edition):

-5448-0167. “Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.” 2016. Web. 18 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/47221.

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

Council of Science Editors:

-5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47221

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


University of Texas – Austin

8. Garcia, Anthony Michael. Durability testing of rapid, cement-based repair materials for transportation structures.

Degree: Civil, Architectural, and Environmental Engineering, 2014, University of Texas – Austin

 For repairing concrete transportation infrastructure, such as pavements and bridges, much importance is placed on early-age strength gain as this has a major impact on… (more)

Subjects/Keywords: Concrete; Cement; Rapid repair materials; CAC; CSA; OPC; Portland cement; Durability; Alkali silica reaction; ASR; Freeze-thaw; Salt scaling; Transportation; Air content; Spacing factor; Sulfate attack; Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Garcia, A. M. (2014). Durability testing of rapid, cement-based repair materials for transportation structures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26511

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):

Garcia, Anthony Michael. “Durability testing of rapid, cement-based repair materials for transportation structures.” 2014. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/26511.

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

MLA Handbook (7th Edition):

Garcia, Anthony Michael. “Durability testing of rapid, cement-based repair materials for transportation structures.” 2014. Web. 18 Jun 2019.

Vancouver:

Garcia AM. Durability testing of rapid, cement-based repair materials for transportation structures. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/26511.

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

Council of Science Editors:

Garcia AM. Durability testing of rapid, cement-based repair materials for transportation structures. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26511

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


University of Texas – Austin

9. Rust, Charles Karissa. Role of relative humidity in concrete expansion due to alkali-silica reaction and delayed ettringite formation: relative humidity thresholds, measurement methods, and coatings to mitigate expansion.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 Premature concrete deterioration due to alkali-silica reaction (ASR) and delayed ettringite formation (DEF) is a significant problem all over the world. In cases where these… (more)

Subjects/Keywords: concrete; alkali-silica reaction; delayed ettringite formation; coatings; sealers; expansion; cracking; relative humidity; mitigation; premature concrete deterioration

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rust, C. K. (2009). Role of relative humidity in concrete expansion due to alkali-silica reaction and delayed ettringite formation: relative humidity thresholds, measurement methods, and coatings to mitigate expansion. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-05-81

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):

Rust, Charles Karissa. “Role of relative humidity in concrete expansion due to alkali-silica reaction and delayed ettringite formation: relative humidity thresholds, measurement methods, and coatings to mitigate expansion.” 2009. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2009-05-81.

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

MLA Handbook (7th Edition):

Rust, Charles Karissa. “Role of relative humidity in concrete expansion due to alkali-silica reaction and delayed ettringite formation: relative humidity thresholds, measurement methods, and coatings to mitigate expansion.” 2009. Web. 18 Jun 2019.

Vancouver:

Rust CK. Role of relative humidity in concrete expansion due to alkali-silica reaction and delayed ettringite formation: relative humidity thresholds, measurement methods, and coatings to mitigate expansion. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-05-81.

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

Council of Science Editors:

Rust CK. Role of relative humidity in concrete expansion due to alkali-silica reaction and delayed ettringite formation: relative humidity thresholds, measurement methods, and coatings to mitigate expansion. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-05-81

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


University of Texas – Austin

10. -6214-1162. The relationship between composition, structure, and solubility in sodium aluminosilicate hydrates.

Degree: Civil, Architectural, and Environmental Engineering, 2017, University of Texas – Austin

 This work seeks to identify the fundamental precursor-to-product composition relationships by which inorganic polymer binders (IPBs) derive their chemical structure and to link that chemical… (more)

Subjects/Keywords: Geopolymers; Solubility; Alternative cement; Chemical thermodynamics; Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-6214-1162. (2017). The relationship between composition, structure, and solubility in sodium aluminosilicate hydrates. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68197

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

Chicago Manual of Style (16th Edition):

-6214-1162. “The relationship between composition, structure, and solubility in sodium aluminosilicate hydrates.” 2017. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/68197.

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

MLA Handbook (7th Edition):

-6214-1162. “The relationship between composition, structure, and solubility in sodium aluminosilicate hydrates.” 2017. Web. 18 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-6214-1162. The relationship between composition, structure, and solubility in sodium aluminosilicate hydrates. [Internet] [Thesis]. University of Texas – Austin; 2017. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/68197.

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

Council of Science Editors:

-6214-1162. The relationship between composition, structure, and solubility in sodium aluminosilicate hydrates. [Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/68197

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


University of Texas – Austin

11. -2903-5296. External sulfate attack of concrete : an accelerated test method, mechanisms, and mitigation techniques.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 Sulfate attack of concrete is perhaps the least understood of the major durability mechanisms plaguing reinforced concrete infrastructures. Many studies have attempted to better understand… (more)

Subjects/Keywords: Sulfate attack; Sulfate resistance; Sulfate concentration; Ettringite; Gypsum; Expansion; Sodium; Magnesium; Calcium; Accelerated method; XRD; SEM/EDS

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-2903-5296. (2016). External sulfate attack of concrete : an accelerated test method, mechanisms, and mitigation techniques. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/39727

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

Chicago Manual of Style (16th Edition):

-2903-5296. “External sulfate attack of concrete : an accelerated test method, mechanisms, and mitigation techniques.” 2016. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/39727.

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

MLA Handbook (7th Edition):

-2903-5296. “External sulfate attack of concrete : an accelerated test method, mechanisms, and mitigation techniques.” 2016. Web. 18 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-2903-5296. External sulfate attack of concrete : an accelerated test method, mechanisms, and mitigation techniques. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/39727.

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

Council of Science Editors:

-2903-5296. External sulfate attack of concrete : an accelerated test method, mechanisms, and mitigation techniques. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/39727

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


University of Texas – Austin

12. Seo, Sang Yeon. Use of non-steel fiber reinforcement in concrete tunnel lining.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Fiber reinforcement is being widely used in concrete tunnel linings these days. Using fiber reinforcement can save not only cost, but also labor and time… (more)

Subjects/Keywords: Fiber reinforcement; Tunnel; Lining; Concrete; Fiber reinforced concrete; FRC; Steel fiber; Synthetic fiber; Macro synthetic fiber; Glass fiber; Hybrid fiber; Crack; Flexural strength; Shear strength; Compressive strength

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Seo, S. Y. (2010). Use of non-steel fiber reinforcement in concrete tunnel lining. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-08-1816

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):

Seo, Sang Yeon. “Use of non-steel fiber reinforcement in concrete tunnel lining.” 2010. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2010-08-1816.

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

MLA Handbook (7th Edition):

Seo, Sang Yeon. “Use of non-steel fiber reinforcement in concrete tunnel lining.” 2010. Web. 18 Jun 2019.

Vancouver:

Seo SY. Use of non-steel fiber reinforcement in concrete tunnel lining. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1816.

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

Council of Science Editors:

Seo SY. Use of non-steel fiber reinforcement in concrete tunnel lining. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1816

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


University of Texas – Austin

13. Kee, Seong-Hoon. Evaluation of crack depth in concrete using non-contact surface wave transmission measurement.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 The purpose of this study is to develop a non-contact air-coupled NDT method to identify and characterize surface-breaking cracks in concrete structures using surface wave… (more)

Subjects/Keywords: NDT; Concrete; Surface-breaking crack; Air-coupled sensors; Surface wave measurements

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kee, S. (2011). Evaluation of crack depth in concrete using non-contact surface wave transmission measurement. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3047

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):

Kee, Seong-Hoon. “Evaluation of crack depth in concrete using non-contact surface wave transmission measurement.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3047.

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

MLA Handbook (7th Edition):

Kee, Seong-Hoon. “Evaluation of crack depth in concrete using non-contact surface wave transmission measurement.” 2011. Web. 18 Jun 2019.

Vancouver:

Kee S. Evaluation of crack depth in concrete using non-contact surface wave transmission measurement. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3047.

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

Council of Science Editors:

Kee S. Evaluation of crack depth in concrete using non-contact surface wave transmission measurement. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3047

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

14. Zuniga, Jose Ricardo. Development of rapid, cement-based repair materials for transportation structures.

Degree: Civil, Architectural, and Environmental Engineering, 2013, University of Texas – Austin

 The deterioration of today's infrastructure particularly roadways and bridge decks has continued to increase over the years due to the larger axle loads, higher traffic… (more)

Subjects/Keywords: Rapid repair; Cement; Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zuniga, J. R. (2013). Development of rapid, cement-based repair materials for transportation structures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/22348

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):

Zuniga, Jose Ricardo. “Development of rapid, cement-based repair materials for transportation structures.” 2013. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/22348.

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

MLA Handbook (7th Edition):

Zuniga, Jose Ricardo. “Development of rapid, cement-based repair materials for transportation structures.” 2013. Web. 18 Jun 2019.

Vancouver:

Zuniga JR. Development of rapid, cement-based repair materials for transportation structures. [Internet] [Thesis]. University of Texas – Austin; 2013. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/22348.

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

Council of Science Editors:

Zuniga JR. Development of rapid, cement-based repair materials for transportation structures. [Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/22348

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

15. Markus, Reid Patrick. An investigation of means of mitigating alkali-silica reaction in hardened concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2013, University of Texas – Austin

 This research project, funded by the Federal Highway Administration (FHWA Project DTFH61-02-C-0097), focuses mainly on alkali-silica reaction (ASR) and techniques to mitigate the effects of… (more)

Subjects/Keywords: Alkali-silica reaction; Exposure site; Hardened concrete; Silane; Lithium nitrate; Vacuum impregnation; Electrochemical impregnation; Overlay; Fiber reinforced polymer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Markus, R. P. (2013). An investigation of means of mitigating alkali-silica reaction in hardened concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/22350

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):

Markus, Reid Patrick. “An investigation of means of mitigating alkali-silica reaction in hardened concrete.” 2013. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/22350.

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

MLA Handbook (7th Edition):

Markus, Reid Patrick. “An investigation of means of mitigating alkali-silica reaction in hardened concrete.” 2013. Web. 18 Jun 2019.

Vancouver:

Markus RP. An investigation of means of mitigating alkali-silica reaction in hardened concrete. [Internet] [Thesis]. University of Texas – Austin; 2013. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/22350.

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

Council of Science Editors:

Markus RP. An investigation of means of mitigating alkali-silica reaction in hardened concrete. [Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/22350

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

16. Kruse, Karla Anne. Characterization of high-calcium fly ash for evaluating the sulfate resistance of concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Concrete structures are often exposed to sulfates, which are typically found in groundwater and soils, in agricultural run-off, in industrial facilities, and in other source… (more)

Subjects/Keywords: Fly ash; Sulfate resistance; ASTM C1012; Sulfate attack

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kruse, K. A. (2012). Characterization of high-calcium fly ash for evaluating the sulfate resistance of concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-05-5489

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):

Kruse, Karla Anne. “Characterization of high-calcium fly ash for evaluating the sulfate resistance of concrete.” 2012. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2012-05-5489.

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

MLA Handbook (7th Edition):

Kruse, Karla Anne. “Characterization of high-calcium fly ash for evaluating the sulfate resistance of concrete.” 2012. Web. 18 Jun 2019.

Vancouver:

Kruse KA. Characterization of high-calcium fly ash for evaluating the sulfate resistance of concrete. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5489.

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

Council of Science Editors:

Kruse KA. Characterization of high-calcium fly ash for evaluating the sulfate resistance of concrete. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5489

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

17. Jasso, Andres Jose. Characterization of fly ash for evaluating the alkali-silica reaction resistance of concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Fly ash has been used extensively to control deleterious alkali-silica reaction in concrete. The majority of fly ashes can be used to control ASR induced… (more)

Subjects/Keywords: Concrete; Cement; Akali-silica reaction; ASR; Pore solution; Fly ash

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jasso, A. J. (2012). Characterization of fly ash for evaluating the alkali-silica reaction resistance of concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/19717

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):

Jasso, Andres Jose. “Characterization of fly ash for evaluating the alkali-silica reaction resistance of concrete.” 2012. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/19717.

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

MLA Handbook (7th Edition):

Jasso, Andres Jose. “Characterization of fly ash for evaluating the alkali-silica reaction resistance of concrete.” 2012. Web. 18 Jun 2019.

Vancouver:

Jasso AJ. Characterization of fly ash for evaluating the alkali-silica reaction resistance of concrete. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/19717.

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

Council of Science Editors:

Jasso AJ. Characterization of fly ash for evaluating the alkali-silica reaction resistance of concrete. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/19717

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

18. Dornak, Mitchell Lee. Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials.

Degree: Civil, Architectural, and Environmental Engineering, 2014, University of Texas – Austin

 Currently, in Texas, there is a need for different repairs on pavements and bridge decks; rapid repair materials designed for these repairs are available but… (more)

Subjects/Keywords: Rapid repair materials; Concrete repair materials; Concrete repair

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dornak, M. L. (2014). Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26379

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):

Dornak, Mitchell Lee. “Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials.” 2014. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/26379.

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

MLA Handbook (7th Edition):

Dornak, Mitchell Lee. “Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials.” 2014. Web. 18 Jun 2019.

Vancouver:

Dornak ML. Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/26379.

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

Council of Science Editors:

Dornak ML. Mechanical properties, early age volume change, and heat generation of rapid, cement-based repair materials. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26379

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

19. Ideker, Jason H. Early-age behavior of calcium aluminate cement systems.

Degree: Civil, Architectural, and Environmental Engineering, 2008, University of Texas – Austin

 Compared to the knowledge base for ordinary portland cement concrete (OPCC), relatively little information exists for calcium aluminate cement concrete (CACC), despite its existence for… (more)

Subjects/Keywords: Cement – Expansion and contraction – Testing; Concrete – Cracking – Testing; Concrete – Expansion and contraction – Testing; Concrete slabs – Effect of temperature on – Testing; Calcium aluminate – Industrial applications

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ideker, J. H. (2008). Early-age behavior of calcium aluminate cement systems. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/18120

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):

Ideker, Jason H. “Early-age behavior of calcium aluminate cement systems.” 2008. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/18120.

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

MLA Handbook (7th Edition):

Ideker, Jason H. “Early-age behavior of calcium aluminate cement systems.” 2008. Web. 18 Jun 2019.

Vancouver:

Ideker JH. Early-age behavior of calcium aluminate cement systems. [Internet] [Thesis]. University of Texas – Austin; 2008. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/18120.

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

Council of Science Editors:

Ideker JH. Early-age behavior of calcium aluminate cement systems. [Thesis]. University of Texas – Austin; 2008. Available from: http://hdl.handle.net/2152/18120

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

20. Tiburzi, Nicolás Bruno. Evaluation of volume changes and cracking potential of low water-to-cementitious material ratio concrete mixtures.

Degree: Civil, Architectural, and Environmental Engineering, 2015, University of Texas – Austin

 This thesis presents the results of a comprehensive evaluation of volume changes and cracking potential of low water-to-cementitious materials ratio concrete mixtures. This work was… (more)

Subjects/Keywords: Volume changes; Cracking potential; Low water-to-cementitious materials ratio; Autogenous deformation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tiburzi, N. B. (2015). Evaluation of volume changes and cracking potential of low water-to-cementitious material ratio concrete mixtures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31795

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):

Tiburzi, Nicolás Bruno. “Evaluation of volume changes and cracking potential of low water-to-cementitious material ratio concrete mixtures.” 2015. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/31795.

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

MLA Handbook (7th Edition):

Tiburzi, Nicolás Bruno. “Evaluation of volume changes and cracking potential of low water-to-cementitious material ratio concrete mixtures.” 2015. Web. 18 Jun 2019.

Vancouver:

Tiburzi NB. Evaluation of volume changes and cracking potential of low water-to-cementitious material ratio concrete mixtures. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/31795.

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

Council of Science Editors:

Tiburzi NB. Evaluation of volume changes and cracking potential of low water-to-cementitious material ratio concrete mixtures. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31795

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

21. Deschenes, Dean Joseph. ASR/DEF-damaged bent caps: shear tests and field implications.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 Over the last decade, a number of reinforced concrete bent caps within Houston, Texas have exhibited premature concrete damage (cracking, spalling and a loss of… (more)

Subjects/Keywords: Alkali-silica reaction; Delayed ettringite formation; Bridge bent caps; Shear; Strength; Serviceability; Deep beam; Sectional

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Deschenes, D. J. (2009). ASR/DEF-damaged bent caps: shear tests and field implications. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-12-495

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):

Deschenes, Dean Joseph. “ASR/DEF-damaged bent caps: shear tests and field implications.” 2009. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2009-12-495.

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

MLA Handbook (7th Edition):

Deschenes, Dean Joseph. “ASR/DEF-damaged bent caps: shear tests and field implications.” 2009. Web. 18 Jun 2019.

Vancouver:

Deschenes DJ. ASR/DEF-damaged bent caps: shear tests and field implications. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-495.

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

Council of Science Editors:

Deschenes DJ. ASR/DEF-damaged bent caps: shear tests and field implications. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-495

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

22. Meeks, Corey Franklin. Implementation of ConcreteWorks software in Texas highway construction.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 The hydration of cement and water is an exothermic reaction capable of generating significant amounts of heat. Unaccounted for, the heat generated can alter the… (more)

Subjects/Keywords: Concrete hydration; Concrete temperature

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Meeks, C. F. (2011). Implementation of ConcreteWorks software in Texas highway construction. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-12-4914

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):

Meeks, Corey Franklin. “Implementation of ConcreteWorks software in Texas highway construction.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-12-4914.

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

MLA Handbook (7th Edition):

Meeks, Corey Franklin. “Implementation of ConcreteWorks software in Texas highway construction.” 2011. Web. 18 Jun 2019.

Vancouver:

Meeks CF. Implementation of ConcreteWorks software in Texas highway construction. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4914.

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

Council of Science Editors:

Meeks CF. Implementation of ConcreteWorks software in Texas highway construction. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4914

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

23. Arrieta Martinez, Gloriana. Experimental studies of the behavior of 'pessimum' aggregates in different test procedures used to evaluate the alkali reactivity of aggregates in concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Alkali-silica reaction (ASR) is a common deterioration mechanism responsible for numerous concrete durability issues. Since ASR was first discovered in the 1940's, a significant number… (more)

Subjects/Keywords: Alkali-silica reaction; Concrete durability; Pessimum aggregates; Pessimum effect; Accelerated mortar bar test; Concrete prism test; Chemical method; Reactive silica; Chert

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Arrieta Martinez, G. (2012). Experimental studies of the behavior of 'pessimum' aggregates in different test procedures used to evaluate the alkali reactivity of aggregates in concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-05-5463

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):

Arrieta Martinez, Gloriana. “Experimental studies of the behavior of 'pessimum' aggregates in different test procedures used to evaluate the alkali reactivity of aggregates in concrete.” 2012. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2012-05-5463.

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

MLA Handbook (7th Edition):

Arrieta Martinez, Gloriana. “Experimental studies of the behavior of 'pessimum' aggregates in different test procedures used to evaluate the alkali reactivity of aggregates in concrete.” 2012. Web. 18 Jun 2019.

Vancouver:

Arrieta Martinez G. Experimental studies of the behavior of 'pessimum' aggregates in different test procedures used to evaluate the alkali reactivity of aggregates in concrete. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5463.

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

Council of Science Editors:

Arrieta Martinez G. Experimental studies of the behavior of 'pessimum' aggregates in different test procedures used to evaluate the alkali reactivity of aggregates in concrete. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5463

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


University of Texas – Austin

24. Ley, Matthew Tyler, 1978-. The effects of fly ash on the ability to entrain and stabilize air in concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2007, University of Texas – Austin

 It is common practice to purposely trap small air-voids in concrete in order to give it frost resistance. A large number of factors have been… (more)

Subjects/Keywords: Air-entrained concrete; Fly ash; Concrete – Air content – Measurement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ley, Matthew Tyler, 1. (2007). The effects of fly ash on the ability to entrain and stabilize air in concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/3331

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):

Ley, Matthew Tyler, 1978-. “The effects of fly ash on the ability to entrain and stabilize air in concrete.” 2007. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/3331.

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

MLA Handbook (7th Edition):

Ley, Matthew Tyler, 1978-. “The effects of fly ash on the ability to entrain and stabilize air in concrete.” 2007. Web. 18 Jun 2019.

Vancouver:

Ley, Matthew Tyler 1. The effects of fly ash on the ability to entrain and stabilize air in concrete. [Internet] [Thesis]. University of Texas – Austin; 2007. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/3331.

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

Council of Science Editors:

Ley, Matthew Tyler 1. The effects of fly ash on the ability to entrain and stabilize air in concrete. [Thesis]. University of Texas – Austin; 2007. Available from: http://hdl.handle.net/2152/3331

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

25. Giannini, Eric Richard. Evaluation of concrete structures affected by alkali-silica reaction and delayed ettringite formation.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Alkali-silica reaction (ASR) and delayed ettringite formation (DEF) are expansive reactions that can lead to the premature deterioration of concrete structures. Both have been implicated… (more)

Subjects/Keywords: Concrete; Alkali-silica reaction; Delayed ettringite formation; ASR; DEF; Structural evaluation; Nondestructive testing; NDT; Mechanical properties

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Giannini, E. R. (2012). Evaluation of concrete structures affected by alkali-silica reaction and delayed ettringite formation. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-08-6081

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):

Giannini, Eric Richard. “Evaluation of concrete structures affected by alkali-silica reaction and delayed ettringite formation.” 2012. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2012-08-6081.

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

MLA Handbook (7th Edition):

Giannini, Eric Richard. “Evaluation of concrete structures affected by alkali-silica reaction and delayed ettringite formation.” 2012. Web. 18 Jun 2019.

Vancouver:

Giannini ER. Evaluation of concrete structures affected by alkali-silica reaction and delayed ettringite formation. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-08-6081.

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

Council of Science Editors:

Giannini ER. Evaluation of concrete structures affected by alkali-silica reaction and delayed ettringite formation. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-08-6081

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

26. Banerjee, Ambarish. Breaking and curing rates in asphalt emulsions.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 This PhD dissertation addresses a number of issues pertaining to the use and application of surface treatments using asphalt emulsions. The work conducted as part… (more)

Subjects/Keywords: Emulsions; Electrokinetics; Curing; Breaking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Banerjee, A. (2012). Breaking and curing rates in asphalt emulsions. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-12-6565

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):

Banerjee, Ambarish. “Breaking and curing rates in asphalt emulsions.” 2012. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2012-12-6565.

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

MLA Handbook (7th Edition):

Banerjee, Ambarish. “Breaking and curing rates in asphalt emulsions.” 2012. Web. 18 Jun 2019.

Vancouver:

Banerjee A. Breaking and curing rates in asphalt emulsions. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-12-6565.

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

Council of Science Editors:

Banerjee A. Breaking and curing rates in asphalt emulsions. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-12-6565

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

27. Kuhn, Jeffrey Albin. Characterization of the swelling potential of expansive clays using centrifuge technology.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 The characterization of the swell potential of expansive clay is complicated by the fact that traditional swell testing methods require an excessive amount of time… (more)

Subjects/Keywords: Swelling; Clays; Centrifuge; Infiltration; Free-swell

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kuhn, J. A. (2010). Characterization of the swelling potential of expansive clays using centrifuge technology. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-1288

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):

Kuhn, Jeffrey Albin. “Characterization of the swelling potential of expansive clays using centrifuge technology.” 2010. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-1288.

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

MLA Handbook (7th Edition):

Kuhn, Jeffrey Albin. “Characterization of the swelling potential of expansive clays using centrifuge technology.” 2010. Web. 18 Jun 2019.

Vancouver:

Kuhn JA. Characterization of the swelling potential of expansive clays using centrifuge technology. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1288.

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

Council of Science Editors:

Kuhn JA. Characterization of the swelling potential of expansive clays using centrifuge technology. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1288

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

28. Yeon, Jung Heum, 1983-. Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 Continuously reinforced concrete pavement (CRCP) is a portland cement concrete (PCC) pavement structure with a continuous longitudinal steel layout. CRCP is forming a major portion… (more)

Subjects/Keywords: Zero-stress temperature; Long-term performance; Continuously reinforced concrete pavement; Early-age behavior; Temperature; Relative humidity; Stress

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yeon, Jung Heum, 1. (2011). Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-12-4567

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):

Yeon, Jung Heum, 1983-. “Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements.” 2011. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2011-12-4567.

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

MLA Handbook (7th Edition):

Yeon, Jung Heum, 1983-. “Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements.” 2011. Web. 18 Jun 2019.

Vancouver:

Yeon, Jung Heum 1. Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4567.

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

Council of Science Editors:

Yeon, Jung Heum 1. Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4567

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

29. -9015-6129. Durability of calcium-aluminate based binders for rapid repair applications.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 Within the last few decades, the amount of vehicle miles traveled within the US has increased approximately 40% with the construction of new roads only… (more)

Subjects/Keywords: Calcium-aluminate cement; Repair; Alkali-silica reaction; Sulfate attack; Delayed ettringite formation; Carbonation; Marine exposure; Durability; CAC; CSA

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-9015-6129. (2016). Durability of calcium-aluminate based binders for rapid repair applications. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/39753

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

Chicago Manual of Style (16th Edition):

-9015-6129. “Durability of calcium-aluminate based binders for rapid repair applications.” 2016. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/39753.

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

MLA Handbook (7th Edition):

-9015-6129. “Durability of calcium-aluminate based binders for rapid repair applications.” 2016. Web. 18 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-9015-6129. Durability of calcium-aluminate based binders for rapid repair applications. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/39753.

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

Council of Science Editors:

-9015-6129. Durability of calcium-aluminate based binders for rapid repair applications. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/39753

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

30. Bentivegna, Anthony Frederick. Multi-scale characterization, implementation, and monitoring of calcium aluminate cement based-systems.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Calcium aluminate cement (CAC) is a rapid hardening cementitious material often used in niche concrete repairs where high early-age strength and robust durability are required.… (more)

Subjects/Keywords: Calcium aluminate cement; Isothermal calorimetry; Autogenous deformation; Chemical shrinkage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bentivegna, A. F. (2012). Multi-scale characterization, implementation, and monitoring of calcium aluminate cement based-systems. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-05-5219

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):

Bentivegna, Anthony Frederick. “Multi-scale characterization, implementation, and monitoring of calcium aluminate cement based-systems.” 2012. Thesis, University of Texas – Austin. Accessed June 18, 2019. http://hdl.handle.net/2152/ETD-UT-2012-05-5219.

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

MLA Handbook (7th Edition):

Bentivegna, Anthony Frederick. “Multi-scale characterization, implementation, and monitoring of calcium aluminate cement based-systems.” 2012. Web. 18 Jun 2019.

Vancouver:

Bentivegna AF. Multi-scale characterization, implementation, and monitoring of calcium aluminate cement based-systems. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jun 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5219.

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

Council of Science Editors:

Bentivegna AF. Multi-scale characterization, implementation, and monitoring of calcium aluminate cement based-systems. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5219

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

[1] [2]

.