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You searched for subject:(concrete). Showing records 1 – 30 of 8341 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

李彦; Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2020 Feb 27]. 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 February 27, 2020. http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

MLA Handbook (7th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Web. 27 Feb 2020.

Vancouver:

Mulder J. Stroming van beton in diepwanden:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Feb 27]. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Xu J. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Feb 27]. 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


Rutgers University

4. Rabie, Samer, 1989-. Effect of curing conditions on surface resistivity in high performace concrete.

Degree: MS, Civil and Environmental Engineering, 2015, Rutgers University

 The testing presently in practice for assessing the resistance of concrete to penetration of chloride ions is ASTM C1202 or Rapid Chloride permeability test (RCPT)… (more)

Subjects/Keywords: Concrete – Curing; Concrete construction; Concrete – Permeability

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APA (6th Edition):

Rabie, Samer, 1. (2015). Effect of curing conditions on surface resistivity in high performace concrete. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/47561/

Chicago Manual of Style (16th Edition):

Rabie, Samer, 1989-. “Effect of curing conditions on surface resistivity in high performace concrete.” 2015. Masters Thesis, Rutgers University. Accessed February 27, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/47561/.

MLA Handbook (7th Edition):

Rabie, Samer, 1989-. “Effect of curing conditions on surface resistivity in high performace concrete.” 2015. Web. 27 Feb 2020.

Vancouver:

Rabie, Samer 1. Effect of curing conditions on surface resistivity in high performace concrete. [Internet] [Masters thesis]. Rutgers University; 2015. [cited 2020 Feb 27]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/47561/.

Council of Science Editors:

Rabie, Samer 1. Effect of curing conditions on surface resistivity in high performace concrete. [Masters Thesis]. Rutgers University; 2015. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/47561/


Oregon State University

5. 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 February 27, 2020. 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. 27 Feb 2020.

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 2020 Feb 27]. 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

6. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2020 Feb 27]. 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

7. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2020 Feb 27]. 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

8. 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 February 27, 2020. 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. 27 Feb 2020.

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 2020 Feb 27]. 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

9. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Chen J. Use of fillers to improve packing density and performance of concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2020 Feb 27]. 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

10. 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 February 27, 2020. 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. 27 Feb 2020.

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 2020 Feb 27]. 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


University of Johannesburg

11. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Feb 27]. 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


Addis Ababa University

12. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Bayu G. CONCRETE BRIDGE MAINTENANCE . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Feb 27]. 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


Louisiana State University

13. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Lence AL. Investigation of Best Practices For Maintenance Of Concrete Bridge Railings. [Internet] [Masters thesis]. Louisiana State University; 2013. [cited 2020 Feb 27]. 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

14. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Johnson M. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2020 Feb 27]. 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


Rutgers University

15. Liberti, Giuseppe, 1994-. Restrained shrinkage behavior of crimped steel fiber reinforced self-consolidating concrete.

Degree: MS, Civil and Environmental Engineering, 2017, Rutgers University

 The use of self-consolidating concrete (SCC) is becoming more popular thanks to its superior workability and its ability to consolidate under its own weight without… (more)

Subjects/Keywords: Self-consolidating concrete; Concrete

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APA (6th Edition):

Liberti, Giuseppe, 1. (2017). Restrained shrinkage behavior of crimped steel fiber reinforced self-consolidating concrete. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/53692/

Chicago Manual of Style (16th Edition):

Liberti, Giuseppe, 1994-. “Restrained shrinkage behavior of crimped steel fiber reinforced self-consolidating concrete.” 2017. Masters Thesis, Rutgers University. Accessed February 27, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/53692/.

MLA Handbook (7th Edition):

Liberti, Giuseppe, 1994-. “Restrained shrinkage behavior of crimped steel fiber reinforced self-consolidating concrete.” 2017. Web. 27 Feb 2020.

Vancouver:

Liberti, Giuseppe 1. Restrained shrinkage behavior of crimped steel fiber reinforced self-consolidating concrete. [Internet] [Masters thesis]. Rutgers University; 2017. [cited 2020 Feb 27]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/53692/.

Council of Science Editors:

Liberti, Giuseppe 1. Restrained shrinkage behavior of crimped steel fiber reinforced self-consolidating concrete. [Masters Thesis]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/53692/


Rutgers University

16. Abdulhameed, Haider Adel, 1979-. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.

Degree: PhD, Civil and Environmental Engineering, 2018, Rutgers University

Self-consolidating concrete (SCC) has been used for repairs due to its ability in overhead applications and hard to access areas such as condensed reinforcement. However,… (more)

Subjects/Keywords: Concrete – Reinforced; Self-consolidating concrete

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APA (6th Edition):

Abdulhameed, Haider Adel, 1. (2018). Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55972/

Chicago Manual of Style (16th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Doctoral Dissertation, Rutgers University. Accessed February 27, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

MLA Handbook (7th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Web. 27 Feb 2020.

Vancouver:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2020 Feb 27]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

Council of Science Editors:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/


Rutgers University

17. Haddad, Elie I., 1993-. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

 Reinforced concrete bridge decks tend to deteriorate over time due to the increase in live load and corrosion of reinforcement and many other reasons. Economic… (more)

Subjects/Keywords: Reinforced concrete; Concrete beams

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

APA (6th Edition):

Haddad, Elie I., 1. (2018). Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59108/

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed February 27, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 27 Feb 2020.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Feb 27]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/


Oregon State University

18. 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 February 27, 2020. http://hdl.handle.net/1957/50718.

MLA Handbook (7th Edition):

Nathanson, Stephen Hayward. “Creep characteristics of a light-weight aggregate concrete.” 1958. Web. 27 Feb 2020.

Vancouver:

Nathanson SH. Creep characteristics of a light-weight aggregate concrete. [Internet] [Masters thesis]. Oregon State University; 1958. [cited 2020 Feb 27]. 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

19. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Yavruyan M. The application of air entrainment to concrete in the Corvallis area. [Internet] [Masters thesis]. Oregon State University; 1955. [cited 2020 Feb 27]. 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

20. 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 February 27, 2020. http://hdl.handle.net/1957/51785.

MLA Handbook (7th Edition):

Ritchie, Dwight Dameron. “"Lite Rock" in structural concrete.” 1950. Web. 27 Feb 2020.

Vancouver:

Ritchie DD. "Lite Rock" in structural concrete. [Internet] [Masters thesis]. Oregon State University; 1950. [cited 2020 Feb 27]. 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

21. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Lucas FE. An investigation of particle interference in the concrete sands of Oregon. [Internet] [Masters thesis]. Oregon State University; 1937. [cited 2020 Feb 27]. 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

22. 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 February 27, 2020. 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. 27 Feb 2020.

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 2020 Feb 27]. 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

23. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Wei Y. Structural fire performance of post-tensioned concrete slabs with unbonded tendons. [Internet] [Doctoral dissertation]. University of Hong Kong; 2014. [cited 2020 Feb 27]. 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

24. 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 February 27, 2020. 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. 27 Feb 2020.

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 2020 Feb 27]. 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

25. 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 February 27, 2020. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 27 Feb 2020.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2020 Feb 27]. 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


University of Illinois – Urbana-Champaign

26. Ham, Suyun. Damage assessment in reinforced concrete using contactless ultrasound.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 The poor state of the deteriorating national infrastructure makes essential the need for implementation of non-destructive evaluation (NDE) and structural health monitoring (SHM) for existing… (more)

Subjects/Keywords: ultrasonic; concrete

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APA (6th Edition):

Ham, S. (2015). Damage assessment in reinforced concrete using contactless ultrasound. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89196

Chicago Manual of Style (16th Edition):

Ham, Suyun. “Damage assessment in reinforced concrete using contactless ultrasound.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed February 27, 2020. http://hdl.handle.net/2142/89196.

MLA Handbook (7th Edition):

Ham, Suyun. “Damage assessment in reinforced concrete using contactless ultrasound.” 2015. Web. 27 Feb 2020.

Vancouver:

Ham S. Damage assessment in reinforced concrete using contactless ultrasound. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Feb 27]. Available from: http://hdl.handle.net/2142/89196.

Council of Science Editors:

Ham S. Damage assessment in reinforced concrete using contactless ultrasound. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89196


Texas Tech University

27. Poudyal, Lochana. Use of nanotechnology in concrete.

Degree: MSin Civil Engineering, Civil Engineering, 2018, Texas Tech University

 Nanoparticles infused concrete also known as nano concrete has been an unindustrialized area of research that is yet to be commercialized. These exorbitant materials are… (more)

Subjects/Keywords: Nanotechnology; Concrete

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APA (6th Edition):

Poudyal, L. (2018). Use of nanotechnology in concrete. (Masters Thesis). Texas Tech University. Retrieved from http://hdl.handle.net/2346/73805

Chicago Manual of Style (16th Edition):

Poudyal, Lochana. “Use of nanotechnology in concrete.” 2018. Masters Thesis, Texas Tech University. Accessed February 27, 2020. http://hdl.handle.net/2346/73805.

MLA Handbook (7th Edition):

Poudyal, Lochana. “Use of nanotechnology in concrete.” 2018. Web. 27 Feb 2020.

Vancouver:

Poudyal L. Use of nanotechnology in concrete. [Internet] [Masters thesis]. Texas Tech University; 2018. [cited 2020 Feb 27]. Available from: http://hdl.handle.net/2346/73805.

Council of Science Editors:

Poudyal L. Use of nanotechnology in concrete. [Masters Thesis]. Texas Tech University; 2018. Available from: http://hdl.handle.net/2346/73805


Montana State University

28. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Wallace RA. Concrete durability studies. [Internet] [Thesis]. Montana State University; 1952. [cited 2020 Feb 27]. 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

29. 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 February 27, 2020. 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. 27 Feb 2020.

Vancouver:

Swenson FD. Durability of concrete as affected by low air temperature at time of placing. [Internet] [Thesis]. Montana State University; 1952. [cited 2020 Feb 27]. 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

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

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 February 27, 2020. http://digitool.library.mcgill.ca/thesisfile156223.pdf.

MLA Handbook (7th Edition):

Griezic, Andrew. “Characteristics of welded-wire fabric as concrete reinforcement.” 1992. Web. 27 Feb 2020.

Vancouver:

Griezic A. Characteristics of welded-wire fabric as concrete reinforcement. [Internet] [Masters thesis]. McGill University; 1992. [cited 2020 Feb 27]. 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

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