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You searched for +publisher:"University of Toronto" +contributor:("Hooton, Robert Douglas"). Showing records 1 – 17 of 17 total matches.

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University of Toronto

1. Zeljkovic, J. Michael. Metakaolin Effects on Concrete Durability.

Degree: 2009, University of Toronto

Partial replacement of cement by metakaolin is known to improve concrete durability, by refining the pore structure to improve fluid transport properties and by reducing… (more)

Subjects/Keywords: Metakaolin; Sulphate Attack; Chloride; ASR; 0543

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APA (6th Edition):

Zeljkovic, J. M. (2009). Metakaolin Effects on Concrete Durability. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/19013

Chicago Manual of Style (16th Edition):

Zeljkovic, J Michael. “Metakaolin Effects on Concrete Durability.” 2009. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/19013.

MLA Handbook (7th Edition):

Zeljkovic, J Michael. “Metakaolin Effects on Concrete Durability.” 2009. Web. 25 Jun 2019.

Vancouver:

Zeljkovic JM. Metakaolin Effects on Concrete Durability. [Internet] [Masters thesis]. University of Toronto; 2009. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/19013.

Council of Science Editors:

Zeljkovic JM. Metakaolin Effects on Concrete Durability. [Masters Thesis]. University of Toronto; 2009. Available from: http://hdl.handle.net/1807/19013


University of Toronto

2. Shahroodi, Ahmad. Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications.

Degree: 2010, University of Toronto

Many Ministry of Transportation of Ontario (MTO) projects consist of construction and maintenance of reinforced concrete structures. Where appropriate test methods exist, MTO has been… (more)

Subjects/Keywords: Concrete durability; Permeability; Surface electrical resistivity; Water sorptivity; Wenner probe; RCPT coulombs passed; DC-cyclic bulk resistivity; 0543

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APA (6th Edition):

Shahroodi, A. (2010). Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/25796

Chicago Manual of Style (16th Edition):

Shahroodi, Ahmad. “Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications.” 2010. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/25796.

MLA Handbook (7th Edition):

Shahroodi, Ahmad. “Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications.” 2010. Web. 25 Jun 2019.

Vancouver:

Shahroodi A. Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications. [Internet] [Masters thesis]. University of Toronto; 2010. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/25796.

Council of Science Editors:

Shahroodi A. Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications. [Masters Thesis]. University of Toronto; 2010. Available from: http://hdl.handle.net/1807/25796


University of Toronto

3. Aleksic, Mila. Development and Standardization of the NIST Rapid Sulphate Resistance Test.

Degree: 2010, University of Toronto

The NIST miniature paste prism test was developed to assess sulphate resistance of cements faster than the commonly used ASTM C 1012 test. The goal… (more)

Subjects/Keywords: sulphate resistance; accelerated testing methods; miniature prisms; cement paste; 0543

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APA (6th Edition):

Aleksic, M. (2010). Development and Standardization of the NIST Rapid Sulphate Resistance Test. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/25406

Chicago Manual of Style (16th Edition):

Aleksic, Mila. “Development and Standardization of the NIST Rapid Sulphate Resistance Test.” 2010. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/25406.

MLA Handbook (7th Edition):

Aleksic, Mila. “Development and Standardization of the NIST Rapid Sulphate Resistance Test.” 2010. Web. 25 Jun 2019.

Vancouver:

Aleksic M. Development and Standardization of the NIST Rapid Sulphate Resistance Test. [Internet] [Masters thesis]. University of Toronto; 2010. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/25406.

Council of Science Editors:

Aleksic M. Development and Standardization of the NIST Rapid Sulphate Resistance Test. [Masters Thesis]. University of Toronto; 2010. Available from: http://hdl.handle.net/1807/25406


University of Toronto

4. Groot, Andre Pieter de. Alternative Test Methods for Evaluating Fly Ash for use in Concrete.

Degree: 2011, University of Toronto

Fly Ash was tested in relation to its ability to mitigate alkali-silica reaction, its contribution to strength, electrical resistance and heat release with the aim… (more)

Subjects/Keywords: fly Ash; concrete; alkali-silica reaction; ASR; 0543

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APA (6th Edition):

Groot, A. P. d. (2011). Alternative Test Methods for Evaluating Fly Ash for use in Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/29518

Chicago Manual of Style (16th Edition):

Groot, Andre Pieter de. “Alternative Test Methods for Evaluating Fly Ash for use in Concrete.” 2011. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/29518.

MLA Handbook (7th Edition):

Groot, Andre Pieter de. “Alternative Test Methods for Evaluating Fly Ash for use in Concrete.” 2011. Web. 25 Jun 2019.

Vancouver:

Groot APd. Alternative Test Methods for Evaluating Fly Ash for use in Concrete. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/29518.

Council of Science Editors:

Groot APd. Alternative Test Methods for Evaluating Fly Ash for use in Concrete. [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/29518


University of Toronto

5. Mozaffaridana, Mahsa. Using Thermal Profiles of Cemented Paste Backfill to Predict Strength.

Degree: 2011, University of Toronto

Measurement of the strength development of Cemented Paste Backfill in laboratory cast cylinders does not replicate the in situ strengths of CPB in mine stopes.… (more)

Subjects/Keywords: Cemented Paste Backfill; Thermal Aspect; Maturity; 0543

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APA (6th Edition):

Mozaffaridana, M. (2011). Using Thermal Profiles of Cemented Paste Backfill to Predict Strength. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/29534

Chicago Manual of Style (16th Edition):

Mozaffaridana, Mahsa. “Using Thermal Profiles of Cemented Paste Backfill to Predict Strength.” 2011. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/29534.

MLA Handbook (7th Edition):

Mozaffaridana, Mahsa. “Using Thermal Profiles of Cemented Paste Backfill to Predict Strength.” 2011. Web. 25 Jun 2019.

Vancouver:

Mozaffaridana M. Using Thermal Profiles of Cemented Paste Backfill to Predict Strength. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/29534.

Council of Science Editors:

Mozaffaridana M. Using Thermal Profiles of Cemented Paste Backfill to Predict Strength. [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/29534


University of Toronto

6. Karkar, Ester. Developing and Evaluating Rapid Test Methods for Measuring the Sulphate Penetration Resistance of Concrete in Relation to Chloride Penetration Resistance.

Degree: 2011, University of Toronto

External sulphate attack on concrete can lead to cracking, expansion and sometimes loss of cohesiveness of hardened cement paste. Therefore, aside from using sulphate resistant… (more)

Subjects/Keywords: Concrete; Sulphate penetration resistance; Chloride penetration resistance; Rapid test methods; Sulphate penetration depth; 0543

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APA (6th Edition):

Karkar, E. (2011). Developing and Evaluating Rapid Test Methods for Measuring the Sulphate Penetration Resistance of Concrete in Relation to Chloride Penetration Resistance. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/31271

Chicago Manual of Style (16th Edition):

Karkar, Ester. “Developing and Evaluating Rapid Test Methods for Measuring the Sulphate Penetration Resistance of Concrete in Relation to Chloride Penetration Resistance.” 2011. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/31271.

MLA Handbook (7th Edition):

Karkar, Ester. “Developing and Evaluating Rapid Test Methods for Measuring the Sulphate Penetration Resistance of Concrete in Relation to Chloride Penetration Resistance.” 2011. Web. 25 Jun 2019.

Vancouver:

Karkar E. Developing and Evaluating Rapid Test Methods for Measuring the Sulphate Penetration Resistance of Concrete in Relation to Chloride Penetration Resistance. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/31271.

Council of Science Editors:

Karkar E. Developing and Evaluating Rapid Test Methods for Measuring the Sulphate Penetration Resistance of Concrete in Relation to Chloride Penetration Resistance. [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/31271


University of Toronto

7. Anson-Cartwright, Majella. Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability.

Degree: 2011, University of Toronto

By optimizing the packing of the combined aggregate gradations, the cement paste content needed to make concrete can be reduced, improving sustainability, cost, performance, durability,… (more)

Subjects/Keywords: 0543

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APA (6th Edition):

Anson-Cartwright, M. (2011). Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/30159

Chicago Manual of Style (16th Edition):

Anson-Cartwright, Majella. “Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability.” 2011. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/30159.

MLA Handbook (7th Edition):

Anson-Cartwright, Majella. “Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability.” 2011. Web. 25 Jun 2019.

Vancouver:

Anson-Cartwright M. Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/30159.

Council of Science Editors:

Anson-Cartwright M. Optimization of Aggregate Gradation Combinations to Improve Concrete Sustainability. [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/30159


University of Toronto

8. Ghajar-Khosravi, Sonia. Potassium Acetate Deicer and Concrete Durability.

Degree: 2011, University of Toronto

An investigation on the damaging effects of potassium acetate deicer (KAc) on concrete durability was conducted. Different SCM replacement levels were used. ASTM C 1293… (more)

Subjects/Keywords: Potassium Acetate Deicer; ASR; Potassium Acetate Deicer; Alkali Silica Reaction

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APA (6th Edition):

Ghajar-Khosravi, S. (2011). Potassium Acetate Deicer and Concrete Durability. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/30611

Chicago Manual of Style (16th Edition):

Ghajar-Khosravi, Sonia. “Potassium Acetate Deicer and Concrete Durability.” 2011. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/30611.

MLA Handbook (7th Edition):

Ghajar-Khosravi, Sonia. “Potassium Acetate Deicer and Concrete Durability.” 2011. Web. 25 Jun 2019.

Vancouver:

Ghajar-Khosravi S. Potassium Acetate Deicer and Concrete Durability. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/30611.

Council of Science Editors:

Ghajar-Khosravi S. Potassium Acetate Deicer and Concrete Durability. [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/30611


University of Toronto

9. Vassilev, Dimitre Georgiev. Evaluation of Test Methods for De-icer Scaling Resistance of Concrete.

Degree: 2012, University of Toronto

The standard ASTM C672 de-icer salt scaling resistance test has been found to be overly aggressive to concretes containing slag cement. It was compared to… (more)

Subjects/Keywords: de-icer, scaling, concrete, slag, high alkali, low alkali, grade 100 slag, grade 120 slag, RCPT, ASTM C672, BNQ, VADOT, air void analysis, NaCl, CaCl2, freezing and thawing, geotextile, freezing rate, accelerated curing; 0543

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APA (6th Edition):

Vassilev, D. G. (2012). Evaluation of Test Methods for De-icer Scaling Resistance of Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33570

Chicago Manual of Style (16th Edition):

Vassilev, Dimitre Georgiev. “Evaluation of Test Methods for De-icer Scaling Resistance of Concrete.” 2012. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/33570.

MLA Handbook (7th Edition):

Vassilev, Dimitre Georgiev. “Evaluation of Test Methods for De-icer Scaling Resistance of Concrete.” 2012. Web. 25 Jun 2019.

Vancouver:

Vassilev DG. Evaluation of Test Methods for De-icer Scaling Resistance of Concrete. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/33570.

Council of Science Editors:

Vassilev DG. Evaluation of Test Methods for De-icer Scaling Resistance of Concrete. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33570


University of Toronto

10. Dolatabadi, Mahsa Heidari. Properties and Performance of Photocatalytic Concrete.

Degree: 2013, University of Toronto

This research program is focused on the photocatalytic cement with emphasis on evaluating impacts on concrete’s physical, transport and durability properties. The scope of this… (more)

Subjects/Keywords: Photocatalytic; Concrete; 0543

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APA (6th Edition):

Dolatabadi, M. H. (2013). Properties and Performance of Photocatalytic Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35611

Chicago Manual of Style (16th Edition):

Dolatabadi, Mahsa Heidari. “Properties and Performance of Photocatalytic Concrete.” 2013. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/35611.

MLA Handbook (7th Edition):

Dolatabadi, Mahsa Heidari. “Properties and Performance of Photocatalytic Concrete.” 2013. Web. 25 Jun 2019.

Vancouver:

Dolatabadi MH. Properties and Performance of Photocatalytic Concrete. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/35611.

Council of Science Editors:

Dolatabadi MH. Properties and Performance of Photocatalytic Concrete. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35611


University of Toronto

11. Golmakani, Farideh. Possible Modifications to the Accelerated Mortar Bar Test (ASTM C1260).

Degree: 2013, University of Toronto

The Accelerated Mortar Bar test (AMBT) is rapid, reproducible, and perhaps the most widely used technique for examining the potential alkali-silica reactivity of aggregates. Unfortunately,… (more)

Subjects/Keywords: Alkali-Silica Reaction; Accelerated Mortar Bar Test; ASTM C 1260; CSA A23.2-25A; 0543

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APA (6th Edition):

Golmakani, F. (2013). Possible Modifications to the Accelerated Mortar Bar Test (ASTM C1260). (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35608

Chicago Manual of Style (16th Edition):

Golmakani, Farideh. “Possible Modifications to the Accelerated Mortar Bar Test (ASTM C1260).” 2013. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/35608.

MLA Handbook (7th Edition):

Golmakani, Farideh. “Possible Modifications to the Accelerated Mortar Bar Test (ASTM C1260).” 2013. Web. 25 Jun 2019.

Vancouver:

Golmakani F. Possible Modifications to the Accelerated Mortar Bar Test (ASTM C1260). [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/35608.

Council of Science Editors:

Golmakani F. Possible Modifications to the Accelerated Mortar Bar Test (ASTM C1260). [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35608


University of Toronto

12. Masoudi, Rana Jr. Adhesion of Epoxy Coating to Steel Reinforcement under Alkaline Conditions.

Degree: 2013, University of Toronto

Epoxy-coated reinforcement was developed in the 1970s and became the primary corrosion protection technique in North America. Throughout the years, ECR has exhibited mixed results,… (more)

Subjects/Keywords: adhesion; Epoxy; Cathodic Disbondment; pH; Alkaline; Disbondment; 0543

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APA (6th Edition):

Masoudi, R. J. (2013). Adhesion of Epoxy Coating to Steel Reinforcement under Alkaline Conditions. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/43192

Chicago Manual of Style (16th Edition):

Masoudi, Rana Jr. “Adhesion of Epoxy Coating to Steel Reinforcement under Alkaline Conditions.” 2013. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/43192.

MLA Handbook (7th Edition):

Masoudi, Rana Jr. “Adhesion of Epoxy Coating to Steel Reinforcement under Alkaline Conditions.” 2013. Web. 25 Jun 2019.

Vancouver:

Masoudi RJ. Adhesion of Epoxy Coating to Steel Reinforcement under Alkaline Conditions. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/43192.

Council of Science Editors:

Masoudi RJ. Adhesion of Epoxy Coating to Steel Reinforcement under Alkaline Conditions. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/43192


University of Toronto

13. Amirchoupani, Ardavan. Effect of Surface Finish on Concrete Properties.

Degree: 2013, University of Toronto

The purpose of this project was to evaluate two types of concrete surfaces and analyze the effect of each finish on the air content, paste… (more)

Subjects/Keywords: Concrete; 0543

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APA (6th Edition):

Amirchoupani, A. (2013). Effect of Surface Finish on Concrete Properties. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42670

Chicago Manual of Style (16th Edition):

Amirchoupani, Ardavan. “Effect of Surface Finish on Concrete Properties.” 2013. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/42670.

MLA Handbook (7th Edition):

Amirchoupani, Ardavan. “Effect of Surface Finish on Concrete Properties.” 2013. Web. 25 Jun 2019.

Vancouver:

Amirchoupani A. Effect of Surface Finish on Concrete Properties. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/42670.

Council of Science Editors:

Amirchoupani A. Effect of Surface Finish on Concrete Properties. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42670


University of Toronto

14. Liu, Eric Ying Xian. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.

Degree: 2013, University of Toronto

This research was undertaken to study the effects of high performance concrete (HPC) mix design modifications on the propensity of early-age cracking. Seven mixtures were… (more)

Subjects/Keywords: High Performance Concrete; Restrained Shrinkage Cracking; 0543

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APA (6th Edition):

Liu, E. Y. X. (2013). Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/43089

Chicago Manual of Style (16th Edition):

Liu, Eric Ying Xian. “Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.” 2013. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/43089.

MLA Handbook (7th Edition):

Liu, Eric Ying Xian. “Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.” 2013. Web. 25 Jun 2019.

Vancouver:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/43089.

Council of Science Editors:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/43089


University of Toronto

15. Betancourt, Gustavo Adolfo Julio. Effect of De-icer and Anti-icer Chemicals on the Durability, Microstructure, and Properties of Cement-based Materials.

Degree: 2009, University of Toronto

A comprehensive study was conducted on the effects of de-icer and anti-icer chemicals on cement-based materials. Portland cement mortars and concretes were exposed to over… (more)

Subjects/Keywords: cement; concrete; durability; chemical attack; oxychlorides; de-icers; anti-icers; calcium chloride; magnesium chloride; sodium chloride; potassium acetate; calcium magnesium acetate; salt scaling; freezing and thawing; 0543

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APA (6th Edition):

Betancourt, G. A. J. (2009). Effect of De-icer and Anti-icer Chemicals on the Durability, Microstructure, and Properties of Cement-based Materials. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/17778

Chicago Manual of Style (16th Edition):

Betancourt, Gustavo Adolfo Julio. “Effect of De-icer and Anti-icer Chemicals on the Durability, Microstructure, and Properties of Cement-based Materials.” 2009. Doctoral Dissertation, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/17778.

MLA Handbook (7th Edition):

Betancourt, Gustavo Adolfo Julio. “Effect of De-icer and Anti-icer Chemicals on the Durability, Microstructure, and Properties of Cement-based Materials.” 2009. Web. 25 Jun 2019.

Vancouver:

Betancourt GAJ. Effect of De-icer and Anti-icer Chemicals on the Durability, Microstructure, and Properties of Cement-based Materials. [Internet] [Doctoral dissertation]. University of Toronto; 2009. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/17778.

Council of Science Editors:

Betancourt GAJ. Effect of De-icer and Anti-icer Chemicals on the Durability, Microstructure, and Properties of Cement-based Materials. [Doctoral Dissertation]. University of Toronto; 2009. Available from: http://hdl.handle.net/1807/17778

16. Ramezanianpour, Amir Mohammad. Sulfate Resistance and Properties of Portland-limestone Cements.

Degree: 2012, University of Toronto

Portland-limestone cements (PLC) have been used in practice for a considerable period of time in several countries. In 2008, the CSA A3000 cements committee approved… (more)

Subjects/Keywords: Portland-Limestone cements; Sulfate Resistance; Thaumasite; Hydration; 0543

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APA (6th Edition):

Ramezanianpour, A. M. (2012). Sulfate Resistance and Properties of Portland-limestone Cements. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/32924

Chicago Manual of Style (16th Edition):

Ramezanianpour, Amir Mohammad. “Sulfate Resistance and Properties of Portland-limestone Cements.” 2012. Doctoral Dissertation, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/32924.

MLA Handbook (7th Edition):

Ramezanianpour, Amir Mohammad. “Sulfate Resistance and Properties of Portland-limestone Cements.” 2012. Web. 25 Jun 2019.

Vancouver:

Ramezanianpour AM. Sulfate Resistance and Properties of Portland-limestone Cements. [Internet] [Doctoral dissertation]. University of Toronto; 2012. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/32924.

Council of Science Editors:

Ramezanianpour AM. Sulfate Resistance and Properties of Portland-limestone Cements. [Doctoral Dissertation]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32924

17. Khanna, Om Shervan. Characterization and Utilization of Cement Kiln Dusts (CKDs) as Partial Replacements of Portland Cement.

Degree: 2009, University of Toronto

The characteristics of cement kiln dusts (CKDs) and their effects as partial replacement of Portland Cement (PC) were studied in this research program. The materials… (more)

Subjects/Keywords: cement kiln dust; ckd; hydration; durability; composition; expansion; sulfate; cement; 0543

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APA (6th Edition):

Khanna, O. S. (2009). Characterization and Utilization of Cement Kiln Dusts (CKDs) as Partial Replacements of Portland Cement. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/19198

Chicago Manual of Style (16th Edition):

Khanna, Om Shervan. “Characterization and Utilization of Cement Kiln Dusts (CKDs) as Partial Replacements of Portland Cement.” 2009. Doctoral Dissertation, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/19198.

MLA Handbook (7th Edition):

Khanna, Om Shervan. “Characterization and Utilization of Cement Kiln Dusts (CKDs) as Partial Replacements of Portland Cement.” 2009. Web. 25 Jun 2019.

Vancouver:

Khanna OS. Characterization and Utilization of Cement Kiln Dusts (CKDs) as Partial Replacements of Portland Cement. [Internet] [Doctoral dissertation]. University of Toronto; 2009. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/19198.

Council of Science Editors:

Khanna OS. Characterization and Utilization of Cement Kiln Dusts (CKDs) as Partial Replacements of Portland Cement. [Doctoral Dissertation]. University of Toronto; 2009. Available from: http://hdl.handle.net/1807/19198

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