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You searched for subject:(Concrete). Showing records 1 – 30 of 5633 total matches.

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University of Hong Kong

1. Li, Yan. Properties of mortars with binary and ternary blended cementitious materials.

Degree: M. Phil., 2012, University of Hong Kong

During the past few decades, concrete technology has been developing rapidly followed with huge popularity of high-performance concrete (HPC). However, the mix design for HPC… (more)

Subjects/Keywords: Concrete.

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APA (6th Edition):

Li, Y. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Masters Thesis). University of Hong Kong. Retrieved from Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009

Chicago Manual of Style (16th Edition):

Li, Yan. “Properties of mortars with binary and ternary blended cementitious materials.” 2012. Masters Thesis, University of Hong Kong. Accessed September 22, 2017. Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009.

MLA Handbook (7th Edition):

Li, Yan. “Properties of mortars with binary and ternary blended cementitious materials.” 2012. Web. 22 Sep 2017.

Vancouver:

Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2017 Sep 22]. Available from: Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009.

Council of Science Editors:

Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Masters Thesis]. University of Hong Kong; 2012. Available from: Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009


Delft University of Technology

2. Mulder, J. Stroming van beton in diepwanden:.

Degree: 2011, Delft University of Technology

 During the construction of a station of the north south line in Amsterdam a leak in the diaphragm wall lead to severe damage to adjacent… (more)

Subjects/Keywords: concrete

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APA (6th Edition):

Mulder, J. (2011). Stroming van beton in diepwanden:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119

Chicago Manual of Style (16th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 22, 2017. http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

MLA Handbook (7th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Web. 22 Sep 2017.

Vancouver:

Mulder J. Stroming van beton in diepwanden:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2017 Sep 22]. Available from: http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

Council of Science Editors:

Mulder J. Stroming van beton in diepwanden:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119


Ryerson University

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

Degree: MASc, Civil Engineering, 2009, 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 (6th Edition):

Lambros, V. B. (2009). Self-consolidating concrete : rheology, fresh properties and structural behaviour. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A444 ;

Chicago Manual of Style (16th Edition):

Lambros, Vasilios Bill. “Self-consolidating concrete : rheology, fresh properties and structural behaviour.” 2009. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A444 ;.

MLA Handbook (7th Edition):

Lambros, Vasilios Bill. “Self-consolidating concrete : rheology, fresh properties and structural behaviour.” 2009. Web. 22 Sep 2017.

Vancouver:

Lambros VB. Self-consolidating concrete : rheology, fresh properties and structural behaviour. [Internet] [Masters thesis]. Ryerson University; 2009. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A444 ;.

Council of Science Editors:

Lambros VB. Self-consolidating concrete : rheology, fresh properties and structural behaviour. [Masters Thesis]. Ryerson University; 2009. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A444 ;

4. Muddapu, Swaroopa Rani. Behaviour of self compacting concrete made with GGBS and RHA under axial compression and flexure.

Degree: Civil Engineering, 2011, Jawaharlal Nehru Technological University

Concrete technology has made tremendous strides in the past decade. The development of specifying a concrete according to its performance requirements, rather than the constituents… (more)

Subjects/Keywords: Self compacting concrete; Concrete technology

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APA (6th Edition):

Muddapu, S. R. (2011). Behaviour of self compacting concrete made with GGBS and RHA under axial compression and flexure. (Thesis). Jawaharlal Nehru Technological University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/3474

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):

Muddapu, Swaroopa Rani. “Behaviour of self compacting concrete made with GGBS and RHA under axial compression and flexure.” 2011. Thesis, Jawaharlal Nehru Technological University. Accessed September 22, 2017. http://shodhganga.inflibnet.ac.in/handle/10603/3474.

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

MLA Handbook (7th Edition):

Muddapu, Swaroopa Rani. “Behaviour of self compacting concrete made with GGBS and RHA under axial compression and flexure.” 2011. Web. 22 Sep 2017.

Vancouver:

Muddapu SR. Behaviour of self compacting concrete made with GGBS and RHA under axial compression and flexure. [Internet] [Thesis]. Jawaharlal Nehru Technological University; 2011. [cited 2017 Sep 22]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/3474.

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

Council of Science Editors:

Muddapu SR. Behaviour of self compacting concrete made with GGBS and RHA under axial compression and flexure. [Thesis]. Jawaharlal Nehru Technological University; 2011. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/3474

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


Addis Ababa University

5. Bayu, Getachew. CONCRETE BRIDGE MAINTENANCE .

Degree: 2013, Addis Ababa University

 So far, the usual practice in Ethiopia to maintain concrete structures is simply plastering and masking the defects (ugly looking) without considering the structural aspect… (more)

Subjects/Keywords: concrete bridge; concrete structures

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APA (6th Edition):

Bayu, G. (2013). CONCRETE BRIDGE MAINTENANCE . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5028

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):

Bayu, Getachew. “CONCRETE BRIDGE MAINTENANCE .” 2013. Thesis, Addis Ababa University. Accessed September 22, 2017. http://etd.aau.edu.et/dspace/handle/123456789/5028.

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

MLA Handbook (7th Edition):

Bayu, Getachew. “CONCRETE BRIDGE MAINTENANCE .” 2013. Web. 22 Sep 2017.

Vancouver:

Bayu G. CONCRETE BRIDGE MAINTENANCE . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2017 Sep 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5028.

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

Council of Science Editors:

Bayu G. CONCRETE BRIDGE MAINTENANCE . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5028

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


University of Johannesburg

6. Krijnauw, Pieter. Die skuifsterkte van gewapende beton .

Degree: 2014, University of Johannesburg

 The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation methods prescribed in… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton . (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

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):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton .” 2014. Thesis, University of Johannesburg. Accessed September 22, 2017. http://hdl.handle.net/10210/9263.

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

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton .” 2014. Web. 22 Sep 2017.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton . [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10210/9263.

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

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton . [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

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


University of Hong Kong

7. Chen, Jiajian. Use of fillers to improve packing density and performance of concrete.

Degree: PhD, 2012, University of Hong Kong

 It is generally very difficult to produce high-performance concrete having concurrently high strength, high durability, high workability and high dimensional stability. This is because low… (more)

Subjects/Keywords: High strength concrete.; Concrete - Additives.

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APA (6th Edition):

Chen, J. (2012). Use of fillers to improve packing density and performance of concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from Chen, J. [陈嘉健]. (2012). Use of fillers to improve packing density and performance of concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819955 ; http://dx.doi.org/10.5353/th_b4819955

Chicago Manual of Style (16th Edition):

Chen, Jiajian. “Use of fillers to improve packing density and performance of concrete.” 2012. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. Chen, J. [陈嘉健]. (2012). Use of fillers to improve packing density and performance of concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819955 ; http://dx.doi.org/10.5353/th_b4819955.

MLA Handbook (7th Edition):

Chen, Jiajian. “Use of fillers to improve packing density and performance of concrete.” 2012. Web. 22 Sep 2017.

Vancouver:

Chen J. Use of fillers to improve packing density and performance of concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2017 Sep 22]. Available from: Chen, J. [陈嘉健]. (2012). Use of fillers to improve packing density and performance of concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819955 ; http://dx.doi.org/10.5353/th_b4819955.

Council of Science Editors:

Chen J. Use of fillers to improve packing density and performance of concrete. [Doctoral Dissertation]. University of Hong Kong; 2012. Available from: Chen, J. [陈嘉健]. (2012). Use of fillers to improve packing density and performance of concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4819955 ; http://dx.doi.org/10.5353/th_b4819955


University of Hong Kong

8. Wang, Lu. Post-compressed plates for strengthening preloaded reinforced concretecolumns.

Degree: PhD, 2013, University of Hong Kong

 Reinforced concrete (RC) columns are the primary load-bearing structural components in buildings. Over time these columns may need to be repaired or strengthened either due… (more)

Subjects/Keywords: Reinforced concrete construction.; Columns, Concrete.

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APA (6th Edition):

Wang, L. (2013). Post-compressed plates for strengthening preloaded reinforced concretecolumns. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/183052

Chicago Manual of Style (16th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 22 Sep 2017.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/183052.

Council of Science Editors:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: http://hdl.handle.net/10722/183052


University of Hong Kong

9. Li, Lingzhi. New partial interaction models for bolted-side-plated reinforced concrete beams.

Degree: PhD, 2013, University of Hong Kong

 Existing reinforced concrete (RC) beams often need to be strengthened due to material deterioration or a change in usage. The bolted side-plating (BSP) technique, i.e.,… (more)

Subjects/Keywords: Concrete beams.; Reinforced concrete.

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APA (6th Edition):

Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/192818

Chicago Manual of Style (16th Edition):

Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/192818.

MLA Handbook (7th Edition):

Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 22 Sep 2017.

Vancouver:

Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/192818.

Council of Science Editors:

Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: http://hdl.handle.net/10722/192818


Oregon State University

10. Hendrix, Greg. Development of a New Mixture Proportioning Method and Assessing the Influence of Material Characteristics on Flowing Concrete Mixtures.

Degree: MS, Civil Engineering, 2015, Oregon State University

 Cast-in-drilled-hole (CIDH) piles are often constructed to depths that are inaccessible to internal vibration of the concrete. Internal vibration is necessary to consolidate the concrete(more)

Subjects/Keywords: Concrete workability; Concrete  – Mechanical properties

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APA (6th Edition):

Hendrix, G. (2015). Development of a New Mixture Proportioning Method and Assessing the Influence of Material Characteristics on Flowing Concrete Mixtures. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/56328

Chicago Manual of Style (16th Edition):

Hendrix, Greg. “Development of a New Mixture Proportioning Method and Assessing the Influence of Material Characteristics on Flowing Concrete Mixtures.” 2015. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/56328.

MLA Handbook (7th Edition):

Hendrix, Greg. “Development of a New Mixture Proportioning Method and Assessing the Influence of Material Characteristics on Flowing Concrete Mixtures.” 2015. Web. 22 Sep 2017.

Vancouver:

Hendrix G. Development of a New Mixture Proportioning Method and Assessing the Influence of Material Characteristics on Flowing Concrete Mixtures. [Internet] [Masters thesis]. Oregon State University; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/56328.

Council of Science Editors:

Hendrix G. Development of a New Mixture Proportioning Method and Assessing the Influence of Material Characteristics on Flowing Concrete Mixtures. [Masters Thesis]. Oregon State University; 2015. Available from: http://hdl.handle.net/1957/56328


University of Hong Kong

11. Chen, Jingtao. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).

Degree: M. Phil., 2015, University of Hong Kong

Prebored precast prestressed concrete pile (PPPCP) is a new pile type imported from Japan to Macau. During the construction of PPPCP, the soil at the… (more)

Subjects/Keywords: Concrete piling; Prestressed concrete construction

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APA (6th Edition):

Chen, J. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Masters Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/223016

Chicago Manual of Style (16th Edition):

Chen, Jingtao. “Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).” 2015. Masters Thesis, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/223016.

MLA Handbook (7th Edition):

Chen, Jingtao. “Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).” 2015. Web. 22 Sep 2017.

Vancouver:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/223016.

Council of Science Editors:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Masters Thesis]. University of Hong Kong; 2015. Available from: http://hdl.handle.net/10722/223016


Ryerson University

12. David Cerullo. Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets.

Degree: MASc, Civil Engineering, 2010, Ryerson University

 A large percentage of bridges in Canada were constructed over thirty years ago and their condition steadily declining. A product of deterioration and corrosive environments,… (more)

Subjects/Keywords: Prestressed concrete beams; Concrete coatings

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APA (6th Edition):

Cerullo, D. (2010). Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A712 ;

Chicago Manual of Style (16th Edition):

Cerullo, David. “Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets.” 2010. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A712 ;.

MLA Handbook (7th Edition):

Cerullo, David. “Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets.” 2010. Web. 22 Sep 2017.

Vancouver:

Cerullo D. Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets. [Internet] [Masters thesis]. Ryerson University; 2010. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A712 ;.

Council of Science Editors:

Cerullo D. Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets. [Masters Thesis]. Ryerson University; 2010. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A712 ;


Ryerson University

13. Zahir Aldulaymi. Optimization of the effect of corrosion on bond behaviour between steel and concrete.

Degree: MASc, Civil Engineering, 2010, Ryerson University

 This research program consists of laboratory study of corrosion phenomenon in reinforced concrete and further analytical study of the experimental results obtained by Amleh (2000).… (more)

Subjects/Keywords: Reinforced concrete; Concrete; Steel

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APA (6th Edition):

Aldulaymi, Z. (2010). Optimization of the effect of corrosion on bond behaviour between steel and concrete. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;

Chicago Manual of Style (16th Edition):

Aldulaymi, Zahir. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2010. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;.

MLA Handbook (7th Edition):

Aldulaymi, Zahir. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2010. Web. 22 Sep 2017.

Vancouver:

Aldulaymi Z. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Internet] [Masters thesis]. Ryerson University; 2010. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;.

Council of Science Editors:

Aldulaymi Z. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Masters Thesis]. Ryerson University; 2010. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;


Ryerson University

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

Degree: MASc, Civil Engineering, 2009, 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 (6th Edition):

Patel, R. (2009). Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A657 ;

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.” 2009. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A657 ;.

MLA Handbook (7th Edition):

Patel, Rajeshkumar. “Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.” 2009. Web. 22 Sep 2017.

Vancouver:

Patel R. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. [Internet] [Masters thesis]. Ryerson University; 2009. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A657 ;.

Council of Science Editors:

Patel R. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. [Masters Thesis]. Ryerson University; 2009. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A657 ;


Stellenbosch University

15. Alaud, Salhin Mohamed. Durability of Concrete under Combined Action – Mechanical Load and Alkali-Silica Reaction.

Degree: DEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: There are still many problems remaining unresolved when concrete structures exposed to combined actions are studied separately, such as, severe environment and mechanical… (more)

Subjects/Keywords: Concrete  – Deterioration; Concrete  – Curing; Concrete  – Fatigue; Concrete  – Cracking; UCTD

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APA (6th Edition):

Alaud, S. M. (2016). Durability of Concrete under Combined Action – Mechanical Load and Alkali-Silica Reaction. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100047

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):

Alaud, Salhin Mohamed. “Durability of Concrete under Combined Action – Mechanical Load and Alkali-Silica Reaction.” 2016. Thesis, Stellenbosch University. Accessed September 22, 2017. http://hdl.handle.net/10019.1/100047.

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

MLA Handbook (7th Edition):

Alaud, Salhin Mohamed. “Durability of Concrete under Combined Action – Mechanical Load and Alkali-Silica Reaction.” 2016. Web. 22 Sep 2017.

Vancouver:

Alaud SM. Durability of Concrete under Combined Action – Mechanical Load and Alkali-Silica Reaction. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10019.1/100047.

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

Council of Science Editors:

Alaud SM. Durability of Concrete under Combined Action – Mechanical Load and Alkali-Silica Reaction. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100047

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


University of Toronto

16. 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 September 22, 2017. http://hdl.handle.net/1807/42670.

MLA Handbook (7th Edition):

Amirchoupani, Ardavan. “Effect of Surface Finish on Concrete Properties.” 2013. Web. 22 Sep 2017.

Vancouver:

Amirchoupani A. Effect of Surface Finish on Concrete Properties. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2017 Sep 22]. 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 Arizona

17. Alsayed, Saleh Hamed. FERRO-FIBROCRETE: PROPERTIES AND APPLICATIONS .

Degree: 1983, University of Arizona

Subjects/Keywords: Concrete.

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APA (6th Edition):

Alsayed, S. H. (1983). FERRO-FIBROCRETE: PROPERTIES AND APPLICATIONS . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/291758

Chicago Manual of Style (16th Edition):

Alsayed, Saleh Hamed. “FERRO-FIBROCRETE: PROPERTIES AND APPLICATIONS .” 1983. Masters Thesis, University of Arizona. Accessed September 22, 2017. http://hdl.handle.net/10150/291758.

MLA Handbook (7th Edition):

Alsayed, Saleh Hamed. “FERRO-FIBROCRETE: PROPERTIES AND APPLICATIONS .” 1983. Web. 22 Sep 2017.

Vancouver:

Alsayed SH. FERRO-FIBROCRETE: PROPERTIES AND APPLICATIONS . [Internet] [Masters thesis]. University of Arizona; 1983. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10150/291758.

Council of Science Editors:

Alsayed SH. FERRO-FIBROCRETE: PROPERTIES AND APPLICATIONS . [Masters Thesis]. University of Arizona; 1983. Available from: http://hdl.handle.net/10150/291758


Montana State University

18. Wallace, Robert A. Concrete durability studies.

Degree: 1952, Montana State University

Subjects/Keywords: Concrete.

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APA (6th Edition):

Wallace, R. A. (1952). Concrete durability studies. (Thesis). Montana State University. Retrieved from http://scholarworks.montana.edu/xmlui/handle/1/6313

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):

Wallace, Robert A. “Concrete durability studies.” 1952. Thesis, Montana State University. Accessed September 22, 2017. http://scholarworks.montana.edu/xmlui/handle/1/6313.

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

MLA Handbook (7th Edition):

Wallace, Robert A. “Concrete durability studies.” 1952. Web. 22 Sep 2017.

Vancouver:

Wallace RA. Concrete durability studies. [Internet] [Thesis]. Montana State University; 1952. [cited 2017 Sep 22]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/6313.

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

Council of Science Editors:

Wallace RA. Concrete durability studies. [Thesis]. Montana State University; 1952. Available from: http://scholarworks.montana.edu/xmlui/handle/1/6313

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


Montana State University

19. Swenson, Floyd D. Durability of concrete as affected by low air temperature at time of placing.

Degree: 1952, Montana State University

Subjects/Keywords: Concrete.

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APA (6th Edition):

Swenson, F. D. (1952). Durability of concrete as affected by low air temperature at time of placing. (Thesis). Montana State University. Retrieved from http://scholarworks.montana.edu/xmlui/handle/1/6190

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):

Swenson, Floyd D. “Durability of concrete as affected by low air temperature at time of placing.” 1952. Thesis, Montana State University. Accessed September 22, 2017. http://scholarworks.montana.edu/xmlui/handle/1/6190.

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

MLA Handbook (7th Edition):

Swenson, Floyd D. “Durability of concrete as affected by low air temperature at time of placing.” 1952. Web. 22 Sep 2017.

Vancouver:

Swenson FD. Durability of concrete as affected by low air temperature at time of placing. [Internet] [Thesis]. Montana State University; 1952. [cited 2017 Sep 22]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/6190.

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

Council of Science Editors:

Swenson FD. Durability of concrete as affected by low air temperature at time of placing. [Thesis]. Montana State University; 1952. Available from: http://scholarworks.montana.edu/xmlui/handle/1/6190

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


University of Cape Town

20. Mackechnie, James Ronald. The durability of fly ash concrete in marine and softwater environments.

Degree: MSc (Eng), Civil Engineering, 1989, University of Cape Town

Concrete is attacked by aggressive agents in the marine and softwater environments which reduce the durability of concrete. To help lessen the effect of this… (more)

Subjects/Keywords: Concrete

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APA (6th Edition):

Mackechnie, J. R. (1989). The durability of fly ash concrete in marine and softwater environments. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/18788

Chicago Manual of Style (16th Edition):

Mackechnie, James Ronald. “The durability of fly ash concrete in marine and softwater environments.” 1989. Masters Thesis, University of Cape Town. Accessed September 22, 2017. http://hdl.handle.net/11427/18788.

MLA Handbook (7th Edition):

Mackechnie, James Ronald. “The durability of fly ash concrete in marine and softwater environments.” 1989. Web. 22 Sep 2017.

Vancouver:

Mackechnie JR. The durability of fly ash concrete in marine and softwater environments. [Internet] [Masters thesis]. University of Cape Town; 1989. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/11427/18788.

Council of Science Editors:

Mackechnie JR. The durability of fly ash concrete in marine and softwater environments. [Masters Thesis]. University of Cape Town; 1989. Available from: http://hdl.handle.net/11427/18788


University of Cape Town

21. Wilson, Derek Leslie Skeeles. Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved.

Degree: MSc (Eng), Civil Engineering, 1986, University of Cape Town

 The techniques tried up till now to model the problem of cracking in reinforced concrete have been largely empirical. Many relationships have been identified between… (more)

Subjects/Keywords: Concrete

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APA (6th Edition):

Wilson, D. L. S. (1986). Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/19248

Chicago Manual of Style (16th Edition):

Wilson, Derek Leslie Skeeles. “Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved.” 1986. Masters Thesis, University of Cape Town. Accessed September 22, 2017. http://hdl.handle.net/11427/19248.

MLA Handbook (7th Edition):

Wilson, Derek Leslie Skeeles. “Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved.” 1986. Web. 22 Sep 2017.

Vancouver:

Wilson DLS. Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved. [Internet] [Masters thesis]. University of Cape Town; 1986. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/11427/19248.

Council of Science Editors:

Wilson DLS. Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved. [Masters Thesis]. University of Cape Town; 1986. Available from: http://hdl.handle.net/11427/19248


Oregon State University

22. Nathanson, Stephen Hayward. Creep characteristics of a light-weight aggregate concrete.

Degree: MS, Civil Engineering, 1958, Oregon State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Nathanson, S. H. (1958). Creep characteristics of a light-weight aggregate concrete. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/50718

Chicago Manual of Style (16th Edition):

Nathanson, Stephen Hayward. “Creep characteristics of a light-weight aggregate concrete.” 1958. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/50718.

MLA Handbook (7th Edition):

Nathanson, Stephen Hayward. “Creep characteristics of a light-weight aggregate concrete.” 1958. Web. 22 Sep 2017.

Vancouver:

Nathanson SH. Creep characteristics of a light-weight aggregate concrete. [Internet] [Masters thesis]. Oregon State University; 1958. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/50718.

Council of Science Editors:

Nathanson SH. Creep characteristics of a light-weight aggregate concrete. [Masters Thesis]. Oregon State University; 1958. Available from: http://hdl.handle.net/1957/50718


Oregon State University

23. Yavruyan, Masis. The application of air entrainment to concrete in the Corvallis area.

Degree: MS, Mechanical Engineering, 1955, Oregon State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Yavruyan, M. (1955). The application of air entrainment to concrete in the Corvallis area. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/51133

Chicago Manual of Style (16th Edition):

Yavruyan, Masis. “The application of air entrainment to concrete in the Corvallis area.” 1955. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/51133.

MLA Handbook (7th Edition):

Yavruyan, Masis. “The application of air entrainment to concrete in the Corvallis area.” 1955. Web. 22 Sep 2017.

Vancouver:

Yavruyan M. The application of air entrainment to concrete in the Corvallis area. [Internet] [Masters thesis]. Oregon State University; 1955. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/51133.

Council of Science Editors:

Yavruyan M. The application of air entrainment to concrete in the Corvallis area. [Masters Thesis]. Oregon State University; 1955. Available from: http://hdl.handle.net/1957/51133


Oregon State University

24. Ritchie, Dwight Dameron. "Lite Rock" in structural concrete.

Degree: MS, Structural Engineering, 1950, Oregon State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Ritchie, D. D. (1950). "Lite Rock" in structural concrete. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/51785

Chicago Manual of Style (16th Edition):

Ritchie, Dwight Dameron. “"Lite Rock" in structural concrete.” 1950. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/51785.

MLA Handbook (7th Edition):

Ritchie, Dwight Dameron. “"Lite Rock" in structural concrete.” 1950. Web. 22 Sep 2017.

Vancouver:

Ritchie DD. "Lite Rock" in structural concrete. [Internet] [Masters thesis]. Oregon State University; 1950. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/51785.

Council of Science Editors:

Ritchie DD. "Lite Rock" in structural concrete. [Masters Thesis]. Oregon State University; 1950. Available from: http://hdl.handle.net/1957/51785


Oregon State University

25. Lucas, Frank Earl. An investigation of particle interference in the concrete sands of Oregon.

Degree: MS, Civil Engineering, 1937, Oregon State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Lucas, F. E. (1937). An investigation of particle interference in the concrete sands of Oregon. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/52451

Chicago Manual of Style (16th Edition):

Lucas, Frank Earl. “An investigation of particle interference in the concrete sands of Oregon.” 1937. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/52451.

MLA Handbook (7th Edition):

Lucas, Frank Earl. “An investigation of particle interference in the concrete sands of Oregon.” 1937. Web. 22 Sep 2017.

Vancouver:

Lucas FE. An investigation of particle interference in the concrete sands of Oregon. [Internet] [Masters thesis]. Oregon State University; 1937. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/52451.

Council of Science Editors:

Lucas FE. An investigation of particle interference in the concrete sands of Oregon. [Masters Thesis]. Oregon State University; 1937. Available from: http://hdl.handle.net/1957/52451


University of Hong Kong

26. Wei, Ya. Structural fire performance of post-tensioned concrete slabs with unbonded tendons.

Degree: PhD, 2014, University of Hong Kong

 Post-tensioned (PT) concrete slabs with unbonded tendons have been widely used in residential and commercial buildings. However, fire may cause irrecoverable damages to such slabs… (more)

Subjects/Keywords: Concrete slabs

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APA (6th Edition):

Wei, Y. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/208022

Chicago Manual of Style (16th Edition):

Wei, Ya. “Structural fire performance of post-tensioned concrete slabs with unbonded tendons.” 2014. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/208022.

MLA Handbook (7th Edition):

Wei, Ya. “Structural fire performance of post-tensioned concrete slabs with unbonded tendons.” 2014. Web. 22 Sep 2017.

Vancouver:

Wei Y. Structural fire performance of post-tensioned concrete slabs with unbonded tendons. [Internet] [Doctoral dissertation]. University of Hong Kong; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/208022.

Council of Science Editors:

Wei Y. Structural fire performance of post-tensioned concrete slabs with unbonded tendons. [Doctoral Dissertation]. University of Hong Kong; 2014. Available from: http://hdl.handle.net/10722/208022


University of Hong Kong

27. Dong, Chunxiao. Lateral strain modeling, analysis and design of confined concrete.

Degree: PhD, 2016, University of Hong Kong

 This thesis presents a lateral strain model of confined concrete, which makes no assumptions on the properties of confining materials and is therefore generally applicable… (more)

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Dong, C. (2016). Lateral strain modeling, analysis and design of confined concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235895

Chicago Manual of Style (16th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 22 Sep 2017.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/235895.

Council of Science Editors:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235895


Virginia Tech

28. Li, Tao. Architecture as Stage.

Degree: M. Arch., Architecture, 2015, Virginia Tech

 Theaters used to an important civic space, and nowadays urban spaces have begun to be viewed as theatrical spaces. Theaters as well as cinemas are… (more)

Subjects/Keywords: copper; concrete

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APA (6th Edition):

Li, T. (2015). Architecture as Stage. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51253

Chicago Manual of Style (16th Edition):

Li, Tao. “Architecture as Stage.” 2015. Masters Thesis, Virginia Tech. Accessed September 22, 2017. http://hdl.handle.net/10919/51253.

MLA Handbook (7th Edition):

Li, Tao. “Architecture as Stage.” 2015. Web. 22 Sep 2017.

Vancouver:

Li T. Architecture as Stage. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10919/51253.

Council of Science Editors:

Li T. Architecture as Stage. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51253


Oregon State University

29. Shields, Silas A. Assessing durability of reinforced concrete and ductile Iron.

Degree: MS, 2017, Oregon State University

 The first goal of this master’s thesis was to investigate the linkage between a non-destructive testing method, surface resistivity, and premature concrete deterioration brought on… (more)

Subjects/Keywords: Reinforced Concrete

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APA (6th Edition):

Shields, S. A. (2017). Assessing durability of reinforced concrete and ductile Iron. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/61656

Chicago Manual of Style (16th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 22 Sep 2017.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/61656.

Council of Science Editors:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Masters Thesis]. Oregon State University; 2017. Available from: http://hdl.handle.net/1957/61656


University of Hawaii – Manoa

30. Lawrence, Joseph Brandin. Structural health monitoring of the first geosynthetic reinforced soil – integrated bridge system in Hawaii.

Degree: 2015, University of Hawaii – Manoa

M.S. University of Hawaii at Manoa 2014.

Geosynthetic reinforced soil is defined as closely-spaced (≤ 12 inches; typically 8 inches) alternating layers of geosynthetic reinforcement… (more)

Subjects/Keywords: geosynthetic; concrete

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APA (6th Edition):

Lawrence, J. B. (2015). Structural health monitoring of the first geosynthetic reinforced soil – integrated bridge system in Hawaii. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/100440

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):

Lawrence, Joseph Brandin. “Structural health monitoring of the first geosynthetic reinforced soil – integrated bridge system in Hawaii.” 2015. Thesis, University of Hawaii – Manoa. Accessed September 22, 2017. http://hdl.handle.net/10125/100440.

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

MLA Handbook (7th Edition):

Lawrence, Joseph Brandin. “Structural health monitoring of the first geosynthetic reinforced soil – integrated bridge system in Hawaii.” 2015. Web. 22 Sep 2017.

Vancouver:

Lawrence JB. Structural health monitoring of the first geosynthetic reinforced soil – integrated bridge system in Hawaii. [Internet] [Thesis]. University of Hawaii – Manoa; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10125/100440.

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

Council of Science Editors:

Lawrence JB. Structural health monitoring of the first geosynthetic reinforced soil – integrated bridge system in Hawaii. [Thesis]. University of Hawaii – Manoa; 2015. Available from: http://hdl.handle.net/10125/100440

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

[1] [2] [3] [4] [5] … [188]

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