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You searched for +publisher:"Ryerson University" +contributor:("Lachemi, Mohamed"). Showing records 1 – 18 of 18 total matches.

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Ryerson University

1. Mikhailenko, Peter. Durability of Cement Paste with Metakaolin.

Degree: 2012, Ryerson University

 Durability characteristics of cement paste with two types of metakaolin (MK1 and MK2) replacement were examined. "Fluidized bed" calcination produced MK1 which was relatively pure,… (more)

Subjects/Keywords: Cement  – Testing; Cement  – Additives; Composite materials  – Testing; Cement composites  – Mechanical properties

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

APA (6th Edition):

Mikhailenko, P. (2012). Durability of Cement Paste with Metakaolin. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1064

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):

Mikhailenko, Peter. “Durability of Cement Paste with Metakaolin.” 2012. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1064.

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

MLA Handbook (7th Edition):

Mikhailenko, Peter. “Durability of Cement Paste with Metakaolin.” 2012. Web. 18 Jan 2020.

Vancouver:

Mikhailenko P. Durability of Cement Paste with Metakaolin. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1064.

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

Council of Science Editors:

Mikhailenko P. Durability of Cement Paste with Metakaolin. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1064

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


Ryerson University

2. Tamrakar, Nirmal. The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete.

Degree: 2012, Ryerson University

 Steel fiber reinforced self-consolidated concrete (SFRSCC) has the advantages of both selfconsolidated concrete and fiber reinforced concrete. Thirteen concrete mixtures (with short and long steel… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Service life; Composite-reinforced concrete  – Testing; Reinforced concrete  – Corrosion  – Mathematical models; Concrete  – Deterioration; Concrete  – Effect of temperature on

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APA (6th Edition):

Tamrakar, N. (2012). The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1086

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):

Tamrakar, Nirmal. “The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete.” 2012. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1086.

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

MLA Handbook (7th Edition):

Tamrakar, Nirmal. “The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete.” 2012. Web. 18 Jan 2020.

Vancouver:

Tamrakar N. The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1086.

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

Council of Science Editors:

Tamrakar N. The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1086

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


Ryerson University

3. Sherir, Mohamed A. A. Self-healing cementitious composites incorporating innovative materials.

Degree: 2016, Ryerson University

 Discovering new cement based materials characterized by higher durability and longer service life is crucial for sustainable infrastructure. Engineered Cementitious Composite (ECC) with high potential… (more)

Subjects/Keywords: Structural analysis (Engineering); Strength of materials; Building materials; Cement; Concrete

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APA (6th Edition):

Sherir, M. A. A. (2016). Self-healing cementitious composites incorporating innovative materials. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5791

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):

Sherir, Mohamed A A. “Self-healing cementitious composites incorporating innovative materials.” 2016. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5791.

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

MLA Handbook (7th Edition):

Sherir, Mohamed A A. “Self-healing cementitious composites incorporating innovative materials.” 2016. Web. 18 Jan 2020.

Vancouver:

Sherir MAA. Self-healing cementitious composites incorporating innovative materials. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5791.

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

Council of Science Editors:

Sherir MAA. Self-healing cementitious composites incorporating innovative materials. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5791

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


Ryerson University

4. Bhaskar, Sini. Self-healing bacterial cementitious concrete composites: development and performance evaluation.

Degree: 2016, Ryerson University

 The principal objective of the research is to contribute towards attaining the goal of developing self-healing cementitious concrete composites by incorporating bacteria as healing agent.… (more)

Subjects/Keywords: Self-consolidating concrete  – Performance  – Testing.; Concrete  – Cracking.; Self-consolidating concrete  – Additives.

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APA (6th Edition):

Bhaskar, S. (2016). Self-healing bacterial cementitious concrete composites: development and performance evaluation. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4886

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):

Bhaskar, Sini. “Self-healing bacterial cementitious concrete composites: development and performance evaluation.” 2016. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A4886.

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

MLA Handbook (7th Edition):

Bhaskar, Sini. “Self-healing bacterial cementitious concrete composites: development and performance evaluation.” 2016. Web. 18 Jan 2020.

Vancouver:

Bhaskar S. Self-healing bacterial cementitious concrete composites: development and performance evaluation. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4886.

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

Council of Science Editors:

Bhaskar S. Self-healing bacterial cementitious concrete composites: development and performance evaluation. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4886

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


Ryerson University

5. Al-Bayati, Nabil. The effect of corrosion on shear behaviour of self-consolidating concrete beams.

Degree: 2009, Ryerson University

 The objectives of this research are to compare the effect of corrosion on shear behavior in particular, and the overall structural response in both NC… (more)

Subjects/Keywords: Concrete beams  – Corrosion  – Testing; Self-consolidating concrete  – Corrosion; Self-consolidating concrete  – Corrosion  – Testing; Reinforcing bars  – Corrosion; Reinforcing bars  – Corrosion  – Testing; Shear (Mechanics)

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APA (6th Edition):

Al-Bayati, N. (2009). The effect of corrosion on shear behaviour of self-consolidating concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1227

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):

Al-Bayati, Nabil. “The effect of corrosion on shear behaviour of self-consolidating concrete beams.” 2009. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1227.

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

MLA Handbook (7th Edition):

Al-Bayati, Nabil. “The effect of corrosion on shear behaviour of self-consolidating concrete beams.” 2009. Web. 18 Jan 2020.

Vancouver:

Al-Bayati N. The effect of corrosion on shear behaviour of self-consolidating concrete beams. [Internet] [Thesis]. Ryerson University; 2009. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1227.

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

Council of Science Editors:

Al-Bayati N. The effect of corrosion on shear behaviour of self-consolidating concrete beams. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1227

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


Ryerson University

6. Ametrano, Dave. Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete.

Degree: 2011, Ryerson University

 The use of fibre reinforced polymer (FRP) bars is increasing in construction as an alternative to conventional steel rebars. This thesis investigates the bond behaviour… (more)

Subjects/Keywords: Reinforcing bars  – Testing; Reinforced concrete construction  – Testing

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APA (6th Edition):

Ametrano, D. (2011). Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1203

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):

Ametrano, Dave. “Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete.” 2011. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1203.

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

MLA Handbook (7th Edition):

Ametrano, Dave. “Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete.” 2011. Web. 18 Jan 2020.

Vancouver:

Ametrano D. Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1203.

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

Council of Science Editors:

Ametrano D. Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1203

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


Ryerson University

7. Rafiei, Shahryar. Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings.

Degree: 2011, Ryerson University

 This research investigated the behaviour of a new form of composite shear wall system consisting of two skins of profiled steel sheeting and an infill… (more)

Subjects/Keywords: Concrete walls  – Testing; Reinforced concrete  – Testing; Plates (Engineering); Self-consolidating concrete  – Performance  – Testing

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APA (6th Edition):

Rafiei, S. (2011). Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1411

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):

Rafiei, Shahryar. “Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings.” 2011. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1411.

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

MLA Handbook (7th Edition):

Rafiei, Shahryar. “Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings.” 2011. Web. 18 Jan 2020.

Vancouver:

Rafiei S. Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1411.

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

Council of Science Editors:

Rafiei S. Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1411

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


Ryerson University

8. Ramcharitar, Melvin. Current bridge deck rehabilitation practices : use and effectiveness.

Degree: 2004, Ryerson University

 Approximately thirty to forty percent of all bridges across North America have some form of deterioration on them. Many organizations/agencies across North America are investing… (more)

Subjects/Keywords: Bridges; Floors; Maintenance and repair; Testing

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APA (6th Edition):

Ramcharitar, M. (2004). Current bridge deck rehabilitation practices : use and effectiveness. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A765

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):

Ramcharitar, Melvin. “Current bridge deck rehabilitation practices : use and effectiveness.” 2004. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A765.

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

MLA Handbook (7th Edition):

Ramcharitar, Melvin. “Current bridge deck rehabilitation practices : use and effectiveness.” 2004. Web. 18 Jan 2020.

Vancouver:

Ramcharitar M. Current bridge deck rehabilitation practices : use and effectiveness. [Internet] [Thesis]. Ryerson University; 2004. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A765.

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

Council of Science Editors:

Ramcharitar M. Current bridge deck rehabilitation practices : use and effectiveness. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A765

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


Ryerson University

9. Sutherland, Sherry. Durability of concrete exposed to magnesium chloride anti-icing chemicals.

Degree: 2006, Ryerson University

 The objective of this study was to determine if/how magnesium chloride (MgCl₂) influences the durability of typical sidewalk concrete being used in Ontario. The effects… (more)

Subjects/Keywords: Concrete corrosion  – Testing; Concrete deterioration  – Testing.; Pavements, Concrete  – Corrosion.; Pavements, Concrete  – Effect of temperature on.; Deicing chemicals; Magnesium compounds

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APA (6th Edition):

Sutherland, S. (2006). Durability of concrete exposed to magnesium chloride anti-icing chemicals. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5189

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):

Sutherland, Sherry. “Durability of concrete exposed to magnesium chloride anti-icing chemicals.” 2006. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5189.

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

MLA Handbook (7th Edition):

Sutherland, Sherry. “Durability of concrete exposed to magnesium chloride anti-icing chemicals.” 2006. Web. 18 Jan 2020.

Vancouver:

Sutherland S. Durability of concrete exposed to magnesium chloride anti-icing chemicals. [Internet] [Thesis]. Ryerson University; 2006. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5189.

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

Council of Science Editors:

Sutherland S. Durability of concrete exposed to magnesium chloride anti-icing chemicals. [Thesis]. Ryerson University; 2006. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5189

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


Ryerson University

10. Patel, Rajeshkumar. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.

Degree: 2003, Ryerson University

 Self-consolidating concrete (See), a latest version of high performance concrete, has created tremendous interest today as it can be easily placed in congested reinforced concrete… (more)

Subjects/Keywords: Concrete; Fly ash; Concrete additives

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

APA (6th Edition):

Patel, R. (2003). Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A657

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):

Patel, Rajeshkumar. “Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.” 2003. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A657.

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

MLA Handbook (7th Edition):

Patel, Rajeshkumar. “Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.” 2003. Web. 18 Jan 2020.

Vancouver:

Patel R. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. [Internet] [Thesis]. Ryerson University; 2003. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A657.

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

Council of Science Editors:

Patel R. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. [Thesis]. Ryerson University; 2003. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A657

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


Ryerson University

11. Hassan, Assem adel abdel Aal. Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack.

Degree: 2008, Ryerson University

 This research program focuses on investigating the shear resistance, bond characteristics, and corrosion performance of self-consolidating concrete (SCC) compared to those of normal concrete (NC).… (more)

Subjects/Keywords: Concrete  – Testing; Concrete beams  – Testing; Reinforced concrete  – Testing; Reinforced concrete  – Corrosion  – Testing; Reinforcing bars  – Testing; Reinforcing bars  – Corrosion  – Testing

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

APA (6th Edition):

Hassan, A. a. a. A. (2008). Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1125

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):

Hassan, Assem adel abdel Aal. “Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack.” 2008. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1125.

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

MLA Handbook (7th Edition):

Hassan, Assem adel abdel Aal. “Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack.” 2008. Web. 18 Jan 2020.

Vancouver:

Hassan AaaA. Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack. [Internet] [Thesis]. Ryerson University; 2008. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1125.

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

Council of Science Editors:

Hassan AaaA. Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack. [Thesis]. Ryerson University; 2008. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1125

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


Ryerson University

12. Madhu, Kavitha. Environmental And Age-Related Deterioration Of Concrete Median Barriers.

Degree: 2008, Ryerson University

 The purpose of this research was to understand the time-dependent environmental and age-related deterioration mechanisms in the un-reinforced concrete barrier walls used in Ontario. The… (more)

Subjects/Keywords: Concrete  – Effect of temperature on; Concrete  – Deterioration; Concrete  – Cracking; Concrete walls  – Cracking; Concrete walls  – Effect of temperature on.

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APA (6th Edition):

Madhu, K. (2008). Environmental And Age-Related Deterioration Of Concrete Median Barriers. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1824

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):

Madhu, Kavitha. “Environmental And Age-Related Deterioration Of Concrete Median Barriers.” 2008. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1824.

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

MLA Handbook (7th Edition):

Madhu, Kavitha. “Environmental And Age-Related Deterioration Of Concrete Median Barriers.” 2008. Web. 18 Jan 2020.

Vancouver:

Madhu K. Environmental And Age-Related Deterioration Of Concrete Median Barriers. [Internet] [Thesis]. Ryerson University; 2008. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1824.

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

Council of Science Editors:

Madhu K. Environmental And Age-Related Deterioration Of Concrete Median Barriers. [Thesis]. Ryerson University; 2008. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1824

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


Ryerson University

13. Lambros, Vasilios Bill. Self-consolidating concrete : rheology, fresh properties and structural behaviour.

Degree: 2003, Ryerson University

 Self-consolidating concrete (SCC) is known for its excellent deformability, high resistance to segregation and bleeding and can be obtained by incorporating viscosity modifying agents (VMA).… (more)

Subjects/Keywords: Concrete; Concrete beams; Self-consolidating concrete

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

APA (6th Edition):

Lambros, V. B. (2003). Self-consolidating concrete : rheology, fresh properties and structural behaviour. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A444

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):

Lambros, Vasilios Bill. “Self-consolidating concrete : rheology, fresh properties and structural behaviour.” 2003. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A444.

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

MLA Handbook (7th Edition):

Lambros, Vasilios Bill. “Self-consolidating concrete : rheology, fresh properties and structural behaviour.” 2003. Web. 18 Jan 2020.

Vancouver:

Lambros VB. Self-consolidating concrete : rheology, fresh properties and structural behaviour. [Internet] [Thesis]. Ryerson University; 2003. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A444.

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

Council of Science Editors:

Lambros VB. Self-consolidating concrete : rheology, fresh properties and structural behaviour. [Thesis]. Ryerson University; 2003. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A444

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


Ryerson University

14. Walters, Gary. Determination of thickness and quality of refractory linings in industrial furnaces using acousto ultrasonic echo.

Degree: 2005, Ryerson University

 Refractory linings in metallurgical furnaces undergo deterioration and wearing with time. The deterioration is caused mainly by thermomechanical mechanisms leading to cracks, chemical degradation and… (more)

Subjects/Keywords: Refractory materials; Thermomechanical properties; Blast furnaces; Refractory materials; Linings

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

APA (6th Edition):

Walters, G. (2005). Determination of thickness and quality of refractory linings in industrial furnaces using acousto ultrasonic echo. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A554

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):

Walters, Gary. “Determination of thickness and quality of refractory linings in industrial furnaces using acousto ultrasonic echo.” 2005. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A554.

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

MLA Handbook (7th Edition):

Walters, Gary. “Determination of thickness and quality of refractory linings in industrial furnaces using acousto ultrasonic echo.” 2005. Web. 18 Jan 2020.

Vancouver:

Walters G. Determination of thickness and quality of refractory linings in industrial furnaces using acousto ultrasonic echo. [Internet] [Thesis]. Ryerson University; 2005. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A554.

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

Council of Science Editors:

Walters G. Determination of thickness and quality of refractory linings in industrial furnaces using acousto ultrasonic echo. [Thesis]. Ryerson University; 2005. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A554

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


Ryerson University

15. Kashif, Syed Ali. Flexural Strengthening of Reinforced Concrete Beams with Mechanically Bonded Steel Plates.

Degree: 2004, Ryerson University

 Steel plate bonding technology is widely accepted for the strengthening of reinforced concrete structures. Researches in the past showed that epoxy bonded steel plated composite… (more)

Subjects/Keywords: Concrete beams  – Design and construction; Concrete beams  – Computer programs Concrete beams  – Testing; Reinforced concrete construction  – Design and construction.

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APA (6th Edition):

Kashif, S. A. (2004). Flexural Strengthening of Reinforced Concrete Beams with Mechanically Bonded Steel Plates. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2049

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):

Kashif, Syed Ali. “Flexural Strengthening of Reinforced Concrete Beams with Mechanically Bonded Steel Plates.” 2004. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2049.

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

MLA Handbook (7th Edition):

Kashif, Syed Ali. “Flexural Strengthening of Reinforced Concrete Beams with Mechanically Bonded Steel Plates.” 2004. Web. 18 Jan 2020.

Vancouver:

Kashif SA. Flexural Strengthening of Reinforced Concrete Beams with Mechanically Bonded Steel Plates. [Internet] [Thesis]. Ryerson University; 2004. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2049.

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

Council of Science Editors:

Kashif SA. Flexural Strengthening of Reinforced Concrete Beams with Mechanically Bonded Steel Plates. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2049

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


Ryerson University

16. Sammour, Moustafa M. Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers.

Degree: 2008, Ryerson University

 Fiber reinforced self-consolidating concrete (FRSCC) has a tremendous potential to be used in construction industry as it combines the advantagees of both self-consolidating concrete (SCC)… (more)

Subjects/Keywords: Rheology; Polymers

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

APA (6th Edition):

Sammour, M. M. (2008). Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A472

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):

Sammour, Moustafa M. “Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers.” 2008. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A472.

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

MLA Handbook (7th Edition):

Sammour, Moustafa M. “Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers.” 2008. Web. 18 Jan 2020.

Vancouver:

Sammour MM. Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers. [Internet] [Thesis]. Ryerson University; 2008. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A472.

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

Council of Science Editors:

Sammour MM. Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers. [Thesis]. Ryerson University; 2008. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A472

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


Ryerson University

17. Anagnostopoulos, Christos. Application of the maturity method in slipforming operations.

Degree: 2003, Ryerson University

 The main objective of this thesis is to study the application of the maturity method in slipforming operations so as to provide more efficient means… (more)

Subjects/Keywords: Concrete construction; Formwork; Mathematical models; Concrete; Testing

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

APA (6th Edition):

Anagnostopoulos, C. (2003). Application of the maturity method in slipforming operations. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A825

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):

Anagnostopoulos, Christos. “Application of the maturity method in slipforming operations.” 2003. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A825.

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

MLA Handbook (7th Edition):

Anagnostopoulos, Christos. “Application of the maturity method in slipforming operations.” 2003. Web. 18 Jan 2020.

Vancouver:

Anagnostopoulos C. Application of the maturity method in slipforming operations. [Internet] [Thesis]. Ryerson University; 2003. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A825.

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

Council of Science Editors:

Anagnostopoulos C. Application of the maturity method in slipforming operations. [Thesis]. Ryerson University; 2003. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A825

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


Ryerson University

18. Miraz, Abdul M. Alternative Fuel Vehicles Today and Their Impacts in the Transportation industry.

Degree: 2004, Ryerson University

 Canadians are concerned about their environment around them, global warming and also related issues regarding this aspect. But on the other hand many donʼt realize… (more)

Subjects/Keywords: Alternative fuel vehicles  – Canada; Fuel switching  – Canada; Automobiles  – Motors  – Exhaust gas  – Environmental aspects  – Canada; Alternative fuel vehicles  – Ontario  – Toronto  – Public opinion.

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

APA (6th Edition):

Miraz, A. M. (2004). Alternative Fuel Vehicles Today and Their Impacts in the Transportation industry. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2444

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):

Miraz, Abdul M. “Alternative Fuel Vehicles Today and Their Impacts in the Transportation industry.” 2004. Thesis, Ryerson University. Accessed January 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2444.

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

MLA Handbook (7th Edition):

Miraz, Abdul M. “Alternative Fuel Vehicles Today and Their Impacts in the Transportation industry.” 2004. Web. 18 Jan 2020.

Vancouver:

Miraz AM. Alternative Fuel Vehicles Today and Their Impacts in the Transportation industry. [Internet] [Thesis]. Ryerson University; 2004. [cited 2020 Jan 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2444.

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

Council of Science Editors:

Miraz AM. Alternative Fuel Vehicles Today and Their Impacts in the Transportation industry. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2444

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

.