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You searched for subject:( concrete). Showing records 1 – 30 of 8138 total matches.

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University of Hong Kong

1. 李彦; 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):

李彦; 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 ; http://hdl.handle.net/10722/173879

Chicago Manual of Style (16th Edition):

李彦; Li, Yan. “Properties of mortars with binary and ternary blended cementitious materials.” 2012. Masters Thesis, University of Hong Kong. Accessed August 17, 2019. 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 ; http://hdl.handle.net/10722/173879.

MLA Handbook (7th Edition):

李彦; Li, Yan. “Properties of mortars with binary and ternary blended cementitious materials.” 2012. Web. 17 Aug 2019.

Vancouver:

李彦; Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2019 Aug 17]. 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 ; http://hdl.handle.net/10722/173879.

Council of Science Editors:

李彦; 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 ; http://hdl.handle.net/10722/173879


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 August 17, 2019. http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

MLA Handbook (7th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Web. 17 Aug 2019.

Vancouver:

Mulder J. Stroming van beton in diepwanden:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Aug 17]. 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. Xu, Jimmy. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete.

Degree: 2017, Ryerson University

 The effect of supplementary cementing materials (SCM) on internal sulphate attack in mortars was evaluated. Different types and levels of SCM were investigated where a… (more)

Subjects/Keywords: Concrete  – Corrosion; Concrete  – Deterioration; Concrete  – Testing; Sulphates

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APA (6th Edition):

Xu, J. (2017). Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6866

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):

Xu, Jimmy. “Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete.” 2017. Thesis, Ryerson University. Accessed August 17, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6866.

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

MLA Handbook (7th Edition):

Xu, Jimmy. “Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete.” 2017. Web. 17 Aug 2019.

Vancouver:

Xu J. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Aug 17]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6866.

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

Council of Science Editors:

Xu J. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6866

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

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 August 17, 2019. 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. 17 Aug 2019.

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 2019 Aug 17]. 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 August 17, 2019. 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. 17 Aug 2019.

Vancouver:

Bayu G. CONCRETE BRIDGE MAINTENANCE . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Aug 17]. 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


Oregon State University

6. 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 August 17, 2019. 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. 17 Aug 2019.

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 2019 Aug 17]. 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

7. 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 Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; 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 August 17, 2019. Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; http://hdl.handle.net/10722/223016.

MLA Handbook (7th Edition):

Chen, Jingtao. “Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).” 2015. Web. 17 Aug 2019.

Vancouver:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2019 Aug 17]. Available from: Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; 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: Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; http://hdl.handle.net/10722/223016


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 Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; 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 August 17, 2019. Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 17 Aug 2019.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 Aug 17]. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; 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: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052


University of Hong Kong

9. 李凌志; 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: Reinforced concrete.; Concrete beams.

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APA (6th Edition):

李凌志; Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Doctoral Dissertation). University of Hong Kong. Retrieved from Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818

Chicago Manual of Style (16th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed August 17, 2019. Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

MLA Handbook (7th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 17 Aug 2019.

Vancouver:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 Aug 17]. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

Council of Science Editors:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818


University of Hong Kong

10. 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 ; http://hdl.handle.net/10722/167231

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 August 17, 2019. 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 ; http://hdl.handle.net/10722/167231.

MLA Handbook (7th Edition):

Chen, Jiajian. “Use of fillers to improve packing density and performance of concrete.” 2012. Web. 17 Aug 2019.

Vancouver:

Chen J. Use of fillers to improve packing density and performance of concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2019 Aug 17]. 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 ; http://hdl.handle.net/10722/167231.

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 ; http://hdl.handle.net/10722/167231


Louisiana State University

11. Lence, Angel Luis. Investigation of Best Practices For Maintenance Of Concrete Bridge Railings.

Degree: MS, Engineering Science and Materials, 2013, Louisiana State University

 Biodeterioration on concrete surfaces of vertical elements of bridges represents a serious challenge to the highway infrastructure in Louisiana. This investigation aims to document the… (more)

Subjects/Keywords: Biofilms; concrete maintenance; concrete biodeterioration

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APA (6th Edition):

Lence, A. L. (2013). Investigation of Best Practices For Maintenance Of Concrete Bridge Railings. (Masters Thesis). Louisiana State University. Retrieved from etd-12192013-153010 ; https://digitalcommons.lsu.edu/gradschool_theses/2757

Chicago Manual of Style (16th Edition):

Lence, Angel Luis. “Investigation of Best Practices For Maintenance Of Concrete Bridge Railings.” 2013. Masters Thesis, Louisiana State University. Accessed August 17, 2019. etd-12192013-153010 ; https://digitalcommons.lsu.edu/gradschool_theses/2757.

MLA Handbook (7th Edition):

Lence, Angel Luis. “Investigation of Best Practices For Maintenance Of Concrete Bridge Railings.” 2013. Web. 17 Aug 2019.

Vancouver:

Lence AL. Investigation of Best Practices For Maintenance Of Concrete Bridge Railings. [Internet] [Masters thesis]. Louisiana State University; 2013. [cited 2019 Aug 17]. Available from: etd-12192013-153010 ; https://digitalcommons.lsu.edu/gradschool_theses/2757.

Council of Science Editors:

Lence AL. Investigation of Best Practices For Maintenance Of Concrete Bridge Railings. [Masters Thesis]. Louisiana State University; 2013. Available from: etd-12192013-153010 ; https://digitalcommons.lsu.edu/gradschool_theses/2757


University of Waterloo

12. Johnson, Marc. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance.

Degree: 2019, University of Waterloo

 The ever-evolving concrete construction industry has required stronger concrete, faster turnarounds, and better durability. To achieve this, the concrete mixtures have changed drastically, including a… (more)

Subjects/Keywords: concrete; concrete cores; material properties

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APA (6th Edition):

Johnson, M. (2019). Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14550

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):

Johnson, Marc. “Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance.” 2019. Thesis, University of Waterloo. Accessed August 17, 2019. http://hdl.handle.net/10012/14550.

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

MLA Handbook (7th Edition):

Johnson, Marc. “Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance.” 2019. Web. 17 Aug 2019.

Vancouver:

Johnson M. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/10012/14550.

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

Council of Science Editors:

Johnson M. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14550

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


University of Johannesburg

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

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (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 August 17, 2019. 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. 17 Aug 2019.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Aug 17]. 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


Oregon State University

14. 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 August 17, 2019. http://hdl.handle.net/1957/50718.

MLA Handbook (7th Edition):

Nathanson, Stephen Hayward. “Creep characteristics of a light-weight aggregate concrete.” 1958. Web. 17 Aug 2019.

Vancouver:

Nathanson SH. Creep characteristics of a light-weight aggregate concrete. [Internet] [Masters thesis]. Oregon State University; 1958. [cited 2019 Aug 17]. 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

15. 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 August 17, 2019. 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. 17 Aug 2019.

Vancouver:

Yavruyan M. The application of air entrainment to concrete in the Corvallis area. [Internet] [Masters thesis]. Oregon State University; 1955. [cited 2019 Aug 17]. 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

16. 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 August 17, 2019. http://hdl.handle.net/1957/51785.

MLA Handbook (7th Edition):

Ritchie, Dwight Dameron. “"Lite Rock" in structural concrete.” 1950. Web. 17 Aug 2019.

Vancouver:

Ritchie DD. "Lite Rock" in structural concrete. [Internet] [Masters thesis]. Oregon State University; 1950. [cited 2019 Aug 17]. 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

17. 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 August 17, 2019. 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. 17 Aug 2019.

Vancouver:

Lucas FE. An investigation of particle interference in the concrete sands of Oregon. [Internet] [Masters thesis]. Oregon State University; 1937. [cited 2019 Aug 17]. 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 Hawaii – Manoa

18. 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 August 17, 2019. 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. 17 Aug 2019.

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 2019 Aug 17]. 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


University of Hong Kong

19. 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 Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; 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 August 17, 2019. Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; 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. 17 Aug 2019.

Vancouver:

Wei Y. Structural fire performance of post-tensioned concrete slabs with unbonded tendons. [Internet] [Doctoral dissertation]. University of Hong Kong; 2014. [cited 2019 Aug 17]. Available from: Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; 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: Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; http://hdl.handle.net/10722/208022


University of Hong Kong

20. Leung, Yuen-hong. A review of Hong Kong’s current aggregate supply for concrete production and possibility of using aggregate processed from excavated rock from construction sites to manufacture concrete.

Degree: MS, 2017, University of Hong Kong

As one of the existing quarries in Hong Kong i.e. Anderson Road Quarry has been recently closed for rehabilitation, Lam Tei Quarry is the only… (more)

Subjects/Keywords: Recycling - Concrete

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APA (6th Edition):

Leung, Y. (2017). A review of Hong Kong’s current aggregate supply for concrete production and possibility of using aggregate processed from excavated rock from construction sites to manufacture concrete. (Masters Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/252044

Chicago Manual of Style (16th Edition):

Leung, Yuen-hong. “A review of Hong Kong’s current aggregate supply for concrete production and possibility of using aggregate processed from excavated rock from construction sites to manufacture concrete.” 2017. Masters Thesis, University of Hong Kong. Accessed August 17, 2019. http://hdl.handle.net/10722/252044.

MLA Handbook (7th Edition):

Leung, Yuen-hong. “A review of Hong Kong’s current aggregate supply for concrete production and possibility of using aggregate processed from excavated rock from construction sites to manufacture concrete.” 2017. Web. 17 Aug 2019.

Vancouver:

Leung Y. A review of Hong Kong’s current aggregate supply for concrete production and possibility of using aggregate processed from excavated rock from construction sites to manufacture concrete. [Internet] [Masters thesis]. University of Hong Kong; 2017. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/10722/252044.

Council of Science Editors:

Leung Y. A review of Hong Kong’s current aggregate supply for concrete production and possibility of using aggregate processed from excavated rock from construction sites to manufacture concrete. [Masters Thesis]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/252044


University of Hong Kong

21. 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 August 17, 2019. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 17 Aug 2019.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 Aug 17]. 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


Montana State University

22. Wallace, Robert A. Concrete durability studies.

Degree: College of Engineering, 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 https://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 August 17, 2019. https://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. 17 Aug 2019.

Vancouver:

Wallace RA. Concrete durability studies. [Internet] [Thesis]. Montana State University; 1952. [cited 2019 Aug 17]. Available from: https://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: https://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

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

Degree: College of Engineering, 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 https://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 August 17, 2019. https://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. 17 Aug 2019.

Vancouver:

Swenson FD. Durability of concrete as affected by low air temperature at time of placing. [Internet] [Thesis]. Montana State University; 1952. [cited 2019 Aug 17]. Available from: https://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: https://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


McGill University

24. Griezic, Andrew. Characteristics of welded-wire fabric as concrete reinforcement.

Degree: M. Eng., Department of Civil Engineering and Applied Mathematics, 1992, McGill University

Note:

Sixteen tension tests, performed on specimens having cold-rolled, Grade 500, deformed welded-wire fabric and companion specimens reinforced with hot-rolled, Grade 400 steel, show the… (more)

Subjects/Keywords: Concrete

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APA (6th Edition):

Griezic, A. (1992). Characteristics of welded-wire fabric as concrete reinforcement. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile156223.pdf

Chicago Manual of Style (16th Edition):

Griezic, Andrew. “Characteristics of welded-wire fabric as concrete reinforcement.” 1992. Masters Thesis, McGill University. Accessed August 17, 2019. http://digitool.library.mcgill.ca/thesisfile156223.pdf.

MLA Handbook (7th Edition):

Griezic, Andrew. “Characteristics of welded-wire fabric as concrete reinforcement.” 1992. Web. 17 Aug 2019.

Vancouver:

Griezic A. Characteristics of welded-wire fabric as concrete reinforcement. [Internet] [Masters thesis]. McGill University; 1992. [cited 2019 Aug 17]. Available from: http://digitool.library.mcgill.ca/thesisfile156223.pdf.

Council of Science Editors:

Griezic A. Characteristics of welded-wire fabric as concrete reinforcement. [Masters Thesis]. McGill University; 1992. Available from: http://digitool.library.mcgill.ca/thesisfile156223.pdf


McGill University

25. Mezlekia, Nega. Inelastic Behaviour of Reinforced Concrete Wall Panels with Opening.

Degree: PhD, Department of Civil Engineering and Applied Mechanics, 1993, McGill University

Note:

Twenty 112 scale reinforced concrete load-bearing wall panels were subjected to monotonically increasing load to determine the effect of opening size, location of opening,… (more)

Subjects/Keywords: Concrete

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APA (6th Edition):

Mezlekia, N. (1993). Inelastic Behaviour of Reinforced Concrete Wall Panels with Opening. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile156789.pdf

Chicago Manual of Style (16th Edition):

Mezlekia, Nega. “Inelastic Behaviour of Reinforced Concrete Wall Panels with Opening.” 1993. Doctoral Dissertation, McGill University. Accessed August 17, 2019. http://digitool.library.mcgill.ca/thesisfile156789.pdf.

MLA Handbook (7th Edition):

Mezlekia, Nega. “Inelastic Behaviour of Reinforced Concrete Wall Panels with Opening.” 1993. Web. 17 Aug 2019.

Vancouver:

Mezlekia N. Inelastic Behaviour of Reinforced Concrete Wall Panels with Opening. [Internet] [Doctoral dissertation]. McGill University; 1993. [cited 2019 Aug 17]. Available from: http://digitool.library.mcgill.ca/thesisfile156789.pdf.

Council of Science Editors:

Mezlekia N. Inelastic Behaviour of Reinforced Concrete Wall Panels with Opening. [Doctoral Dissertation]. McGill University; 1993. Available from: http://digitool.library.mcgill.ca/thesisfile156789.pdf


Oregon State University

26. 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 August 17, 2019. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 17 Aug 2019.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2019 Aug 17]. 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


Virginia Tech

27. 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 August 17, 2019. http://hdl.handle.net/10919/51253.

MLA Handbook (7th Edition):

Li, Tao. “Architecture as Stage.” 2015. Web. 17 Aug 2019.

Vancouver:

Li T. Architecture as Stage. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 17]. 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


University of Cape Town

28. Abed, Gesant. Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town.

Degree: Image, Concrete Materials and Structural Integrity Research Unit (CoMSIRU), 2018, University of Cape Town

 The repair and maintenance of ageing reinforced concrete (RC) structures has become increasingly costly, especially in the Cape Peninsula. Protection and maintenance of these reinforced… (more)

Subjects/Keywords: Concrete Research

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APA (6th Edition):

Abed, G. (2018). Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/27878

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):

Abed, Gesant. “Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town.” 2018. Thesis, University of Cape Town. Accessed August 17, 2019. http://hdl.handle.net/11427/27878.

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

MLA Handbook (7th Edition):

Abed, Gesant. “Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town.” 2018. Web. 17 Aug 2019.

Vancouver:

Abed G. Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/11427/27878.

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

Council of Science Editors:

Abed G. Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town. [Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/27878

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


University of Cape Town

29. Arito, Philemon. Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars.

Degree: Image, Concrete Materials and Structural Integrity Research Unit (CoMSIRU), 2018, University of Cape Town

 There is a dearth of clear and consistent information on the effects of mix design parameters, and their corresponding interactions, on restrained shrinkage cracking in… (more)

Subjects/Keywords: Concrete Research

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APA (6th Edition):

Arito, P. (2018). Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/27879

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):

Arito, Philemon. “Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars.” 2018. Thesis, University of Cape Town. Accessed August 17, 2019. http://hdl.handle.net/11427/27879.

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

MLA Handbook (7th Edition):

Arito, Philemon. “Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars.” 2018. Web. 17 Aug 2019.

Vancouver:

Arito P. Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/11427/27879.

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

Council of Science Editors:

Arito P. Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars. [Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/27879

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


University of Cape Town

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

Degree: Image, 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

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

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):

Wilson, Derek Leslie Skeeles. “Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved.” 1986. Thesis, University of Cape Town. Accessed August 17, 2019. http://hdl.handle.net/11427/19248.

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

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. 17 Aug 2019.

Vancouver:

Wilson DLS. Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved. [Internet] [Thesis]. University of Cape Town; 1986. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/11427/19248.

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

Council of Science Editors:

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

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

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