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You searched for subject:(concrete). Showing records 1 – 30 of 7282 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 15, 2018. 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. 15 Aug 2018.

Vancouver:

李彦; Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2018 Aug 15]. 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


Texas State University – San Marcos

2. Onimole, Rilwan Kayode. Developing a simplified LCA/LCI model of foundry waste used in concrete.

Degree: MSin Technology, Technology Management, 2017, Texas State University – San Marcos

 This study presents a developed simplified LCA/LCI model of Portland Cement Concrete using foundry waste (slags and foundry spent sand) by investigating present LCA case… (more)

Subjects/Keywords: Concrete

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APA (6th Edition):

Onimole, R. K. (2017). Developing a simplified LCA/LCI model of foundry waste used in concrete. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/6912

Chicago Manual of Style (16th Edition):

Onimole, Rilwan Kayode. “Developing a simplified LCA/LCI model of foundry waste used in concrete.” 2017. Masters Thesis, Texas State University – San Marcos. Accessed August 15, 2018. https://digital.library.txstate.edu/handle/10877/6912.

MLA Handbook (7th Edition):

Onimole, Rilwan Kayode. “Developing a simplified LCA/LCI model of foundry waste used in concrete.” 2017. Web. 15 Aug 2018.

Vancouver:

Onimole RK. Developing a simplified LCA/LCI model of foundry waste used in concrete. [Internet] [Masters thesis]. Texas State University – San Marcos; 2017. [cited 2018 Aug 15]. Available from: https://digital.library.txstate.edu/handle/10877/6912.

Council of Science Editors:

Onimole RK. Developing a simplified LCA/LCI model of foundry waste used in concrete. [Masters Thesis]. Texas State University – San Marcos; 2017. Available from: https://digital.library.txstate.edu/handle/10877/6912


Delft University of Technology

3. 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 15, 2018. http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

MLA Handbook (7th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Web. 15 Aug 2018.

Vancouver:

Mulder J. Stroming van beton in diepwanden:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2018 Aug 15]. 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

4. [No author]. Self-consolidating concrete : rheology, fresh properties and structural behaviour.

Degree: MASc, Civil Engineering, 2009, Ryerson University

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

author], [No. “Self-consolidating concrete : rheology, fresh properties and structural behaviour.” 2009. Masters Thesis, Ryerson University. Accessed August 15, 2018. http://digital.library.ryerson.ca/islandora/object/RULA%3A444 ;.

MLA Handbook (7th Edition):

author], [No. “Self-consolidating concrete : rheology, fresh properties and structural behaviour.” 2009. Web. 15 Aug 2018.

Vancouver:

author] [. Self-consolidating concrete : rheology, fresh properties and structural behaviour. [Internet] [Masters thesis]. Ryerson University; 2009. [cited 2018 Aug 15]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A444 ;.

Council of Science Editors:

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

5. 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 15, 2018. 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. 15 Aug 2018.

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 2018 Aug 15]. 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

6. 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 15, 2018. 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. 15 Aug 2018.

Vancouver:

Bayu G. CONCRETE BRIDGE MAINTENANCE . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2018 Aug 15]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5028.

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

Council of Science Editors:

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

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


University of Johannesburg

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

Degree: 2014, University of Johannesburg

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton .” 2014. Thesis, University of Johannesburg. Accessed August 15, 2018. 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. 15 Aug 2018.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton . [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2018 Aug 15]. 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

8. 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 15, 2018. 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. 15 Aug 2018.

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 2018 Aug 15]. 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

9. 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 15, 2018. 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. 15 Aug 2018.

Vancouver:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2018 Aug 15]. 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

10. 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 15, 2018. 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. 15 Aug 2018.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2018 Aug 15]. 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

11. 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 15, 2018. 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. 15 Aug 2018.

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 2018 Aug 15]. 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

12. 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 15, 2018. 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. 15 Aug 2018.

Vancouver:

Chen J. Use of fillers to improve packing density and performance of concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2018 Aug 15]. 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

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 August 15, 2018. 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. 15 Aug 2018.

Vancouver:

Lence AL. Investigation of Best Practices For Maintenance Of Concrete Bridge Railings. [Internet] [Masters thesis]. Louisiana State University; 2013. [cited 2018 Aug 15]. 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


Ryerson University

14. [No author]. Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets.

Degree: MASc, Civil Engineering, 2010, Ryerson University

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

Subjects/Keywords: Prestressed concrete beams; Concrete coatings

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

author], [No. “Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets.” 2010. Masters Thesis, Ryerson University. Accessed August 15, 2018. http://digital.library.ryerson.ca/islandora/object/RULA%3A712 ;.

MLA Handbook (7th Edition):

author], [No. “Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets.” 2010. Web. 15 Aug 2018.

Vancouver:

author] [. Strengthening full-scale damaged prestressed concrete bridge girders with CFRP sheets. [Internet] [Masters thesis]. Ryerson University; 2010. [cited 2018 Aug 15]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A712 ;.

Council of Science Editors:

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


Ryerson University

15. [No author]. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.

Degree: MASc, Civil Engineering, 2009, Ryerson University

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

Subjects/Keywords: Concrete; Fly ash; Concrete additives

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

author], [No. “Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.” 2009. Masters Thesis, Ryerson University. Accessed August 15, 2018. http://digital.library.ryerson.ca/islandora/object/RULA%3A657 ;.

MLA Handbook (7th Edition):

author], [No. “Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash.” 2009. Web. 15 Aug 2018.

Vancouver:

author] [. Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash. [Internet] [Masters thesis]. Ryerson University; 2009. [cited 2018 Aug 15]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A657 ;.

Council of Science Editors:

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


Ryerson University

16. [No author]. Optimization of the effect of corrosion on bond behaviour between steel and concrete.

Degree: MASc, Civil Engineering, 2010, Ryerson University

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

Subjects/Keywords: Reinforced concrete; Concrete; Steel

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

author], [No. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2010. Masters Thesis, Ryerson University. Accessed August 15, 2018. http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;.

MLA Handbook (7th Edition):

author], [No. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2010. Web. 15 Aug 2018.

Vancouver:

author] [. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Internet] [Masters thesis]. Ryerson University; 2010. [cited 2018 Aug 15]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;.

Council of Science Editors:

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


University of Cape Town

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

Degree: MEng, 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. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/27878

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. Masters Thesis, University of Cape Town. Accessed August 15, 2018. http://hdl.handle.net/11427/27878.

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. 15 Aug 2018.

Vancouver:

Abed G. Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2018 Aug 15]. Available from: http://hdl.handle.net/11427/27878.

Council of Science Editors:

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


University of Cape Town

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

Degree: PhD, 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. (Doctoral Dissertation). University of Cape Town. Retrieved from http://hdl.handle.net/11427/27879

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. Doctoral Dissertation, University of Cape Town. Accessed August 15, 2018. http://hdl.handle.net/11427/27879.

MLA Handbook (7th Edition):

Arito, Philemon. “Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars.” 2018. Web. 15 Aug 2018.

Vancouver:

Arito P. Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars. [Internet] [Doctoral dissertation]. University of Cape Town; 2018. [cited 2018 Aug 15]. Available from: http://hdl.handle.net/11427/27879.

Council of Science Editors:

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


Michigan State University

19. Bullock, John Clifford, Jr. Recent trends and developments in the concrete field.

Degree: B.S., 1949, Michigan State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Bullock, John Clifford, J. (1949). Recent trends and developments in the concrete field. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:10783

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):

Bullock, John Clifford, Jr. “Recent trends and developments in the concrete field.” 1949. Thesis, Michigan State University. Accessed August 15, 2018. http://etd.lib.msu.edu/islandora/object/etd:10783.

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

MLA Handbook (7th Edition):

Bullock, John Clifford, Jr. “Recent trends and developments in the concrete field.” 1949. Web. 15 Aug 2018.

Vancouver:

Bullock, John Clifford J. Recent trends and developments in the concrete field. [Internet] [Thesis]. Michigan State University; 1949. [cited 2018 Aug 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:10783.

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

Council of Science Editors:

Bullock, John Clifford J. Recent trends and developments in the concrete field. [Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:10783

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


Michigan State University

20. Fogg, Robert Knowlton. A study of tremie concrete.

Degree: B.S., 1942, Michigan State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Fogg, R. K. (1942). A study of tremie concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:9639

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):

Fogg, Robert Knowlton. “A study of tremie concrete.” 1942. Thesis, Michigan State University. Accessed August 15, 2018. http://etd.lib.msu.edu/islandora/object/etd:9639.

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

MLA Handbook (7th Edition):

Fogg, Robert Knowlton. “A study of tremie concrete.” 1942. Web. 15 Aug 2018.

Vancouver:

Fogg RK. A study of tremie concrete. [Internet] [Thesis]. Michigan State University; 1942. [cited 2018 Aug 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:9639.

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

Council of Science Editors:

Fogg RK. A study of tremie concrete. [Thesis]. Michigan State University; 1942. Available from: http://etd.lib.msu.edu/islandora/object/etd:9639

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


Michigan State University

21. Wangen, Bruce O. Air entrainment in concrete.

Degree: B.S., 1944, Michigan State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Wangen, B. O. (1944). Air entrainment in concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:16244

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):

Wangen, Bruce O. “Air entrainment in concrete.” 1944. Thesis, Michigan State University. Accessed August 15, 2018. http://etd.lib.msu.edu/islandora/object/etd:16244.

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

MLA Handbook (7th Edition):

Wangen, Bruce O. “Air entrainment in concrete.” 1944. Web. 15 Aug 2018.

Vancouver:

Wangen BO. Air entrainment in concrete. [Internet] [Thesis]. Michigan State University; 1944. [cited 2018 Aug 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:16244.

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

Council of Science Editors:

Wangen BO. Air entrainment in concrete. [Thesis]. Michigan State University; 1944. Available from: http://etd.lib.msu.edu/islandora/object/etd:16244

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


Michigan State University

22. McClure, Robert V. A survey of concrete handling equipment.

Degree: B.S., 1948, Michigan State University

Subjects/Keywords: Concrete

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APA (6th Edition):

McClure, R. V. (1948). A survey of concrete handling equipment. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12040

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):

McClure, Robert V. “A survey of concrete handling equipment.” 1948. Thesis, Michigan State University. Accessed August 15, 2018. http://etd.lib.msu.edu/islandora/object/etd:12040.

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

MLA Handbook (7th Edition):

McClure, Robert V. “A survey of concrete handling equipment.” 1948. Web. 15 Aug 2018.

Vancouver:

McClure RV. A survey of concrete handling equipment. [Internet] [Thesis]. Michigan State University; 1948. [cited 2018 Aug 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12040.

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

Council of Science Editors:

McClure RV. A survey of concrete handling equipment. [Thesis]. Michigan State University; 1948. Available from: http://etd.lib.msu.edu/islandora/object/etd:12040

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


Michigan State University

23. Stonecliffe, David W. An experimental study of concrete mixtures with respect to quality, density, & yield.

Degree: B.S., 1936, Michigan State University

Subjects/Keywords: Concrete

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APA (6th Edition):

Stonecliffe, D. W. (1936). An experimental study of concrete mixtures with respect to quality, density, & yield. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12293

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):

Stonecliffe, David W. “An experimental study of concrete mixtures with respect to quality, density, & yield.” 1936. Thesis, Michigan State University. Accessed August 15, 2018. http://etd.lib.msu.edu/islandora/object/etd:12293.

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

MLA Handbook (7th Edition):

Stonecliffe, David W. “An experimental study of concrete mixtures with respect to quality, density, & yield.” 1936. Web. 15 Aug 2018.

Vancouver:

Stonecliffe DW. An experimental study of concrete mixtures with respect to quality, density, & yield. [Internet] [Thesis]. Michigan State University; 1936. [cited 2018 Aug 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12293.

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

Council of Science Editors:

Stonecliffe DW. An experimental study of concrete mixtures with respect to quality, density, & yield. [Thesis]. Michigan State University; 1936. Available from: http://etd.lib.msu.edu/islandora/object/etd:12293

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


Montana State University

24. Wallace, Robert A. Concrete durability studies.

Degree: 1952, Montana State University

Subjects/Keywords: Concrete.

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Wallace, Robert A. “Concrete durability studies.” 1952. Thesis, Montana State University. Accessed August 15, 2018. http://scholarworks.montana.edu/xmlui/handle/1/6313.

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

MLA Handbook (7th Edition):

Wallace, Robert A. “Concrete durability studies.” 1952. Web. 15 Aug 2018.

Vancouver:

Wallace RA. Concrete durability studies. [Internet] [Thesis]. Montana State University; 1952. [cited 2018 Aug 15]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/6313.

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

Council of Science Editors:

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

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


Montana State University

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

Degree: 1952, Montana State University

Subjects/Keywords: Concrete.

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Swenson, Floyd D. “Durability of concrete as affected by low air temperature at time of placing.” 1952. Thesis, Montana State University. Accessed August 15, 2018. http://scholarworks.montana.edu/xmlui/handle/1/6190.

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

MLA Handbook (7th Edition):

Swenson, Floyd D. “Durability of concrete as affected by low air temperature at time of placing.” 1952. Web. 15 Aug 2018.

Vancouver:

Swenson FD. Durability of concrete as affected by low air temperature at time of placing. [Internet] [Thesis]. Montana State University; 1952. [cited 2018 Aug 15]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/6190.

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

Council of Science Editors:

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

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


University of Cape Town

26. Habimana, Philbert. Behaviour of FRP strengthened RC Beams with concrete patch repairs subjected to impact loading.

Degree: MSc (Eng), Concrete Materials and Structural Integrity Research Unit (CoMSIRU), 2017, University of Cape Town

 The acceptable performance levels and serviceability of reinforced concrete (RC) structures are always the priorities of asset managers, engineers and researchers in any country. RC… (more)

Subjects/Keywords: Concrete Research

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

APA (6th Edition):

Habimana, P. (2017). Behaviour of FRP strengthened RC Beams with concrete patch repairs subjected to impact loading. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25287

Chicago Manual of Style (16th Edition):

Habimana, Philbert. “Behaviour of FRP strengthened RC Beams with concrete patch repairs subjected to impact loading.” 2017. Masters Thesis, University of Cape Town. Accessed August 15, 2018. http://hdl.handle.net/11427/25287.

MLA Handbook (7th Edition):

Habimana, Philbert. “Behaviour of FRP strengthened RC Beams with concrete patch repairs subjected to impact loading.” 2017. Web. 15 Aug 2018.

Vancouver:

Habimana P. Behaviour of FRP strengthened RC Beams with concrete patch repairs subjected to impact loading. [Internet] [Masters thesis]. University of Cape Town; 2017. [cited 2018 Aug 15]. Available from: http://hdl.handle.net/11427/25287.

Council of Science Editors:

Habimana P. Behaviour of FRP strengthened RC Beams with concrete patch repairs subjected to impact loading. [Masters Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25287


University of Cape Town

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

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

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

Subjects/Keywords: Concrete

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Mackechnie, James Ronald. “The durability of fly ash concrete in marine and softwater environments.” 1989. Masters Thesis, University of Cape Town. Accessed August 15, 2018. http://hdl.handle.net/11427/18788.

MLA Handbook (7th Edition):

Mackechnie, James Ronald. “The durability of fly ash concrete in marine and softwater environments.” 1989. Web. 15 Aug 2018.

Vancouver:

Mackechnie JR. The durability of fly ash concrete in marine and softwater environments. [Internet] [Masters thesis]. University of Cape Town; 1989. [cited 2018 Aug 15]. Available from: http://hdl.handle.net/11427/18788.

Council of Science Editors:

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


University of Cape Town

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

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

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

Subjects/Keywords: Concrete

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Wilson, Derek Leslie Skeeles. “Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved.” 1986. Masters Thesis, University of Cape Town. Accessed August 15, 2018. http://hdl.handle.net/11427/19248.

MLA Handbook (7th Edition):

Wilson, Derek Leslie Skeeles. “Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved.” 1986. Web. 15 Aug 2018.

Vancouver:

Wilson DLS. Control of cracking in concrete by steel reinforcement : an examination of some of the mechanisms involved. [Internet] [Masters thesis]. University of Cape Town; 1986. [cited 2018 Aug 15]. Available from: http://hdl.handle.net/11427/19248.

Council of Science Editors:

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


University of Cape Town

29. Smith, William Peter Younger. Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions.

Degree: MSc (Eng), Concrete Materials and Structural Integrity Research Unit (CoMSIRU), 2017, University of Cape Town

 In practice, concrete is initially tested for compressive strength by casting a cube/cylinder, which is left to cure in favourable conditions until the date of… (more)

Subjects/Keywords: Concrete Research

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APA (6th Edition):

Smith, W. P. Y. (2017). Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/26895

Chicago Manual of Style (16th Edition):

Smith, William Peter Younger. “Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions.” 2017. Masters Thesis, University of Cape Town. Accessed August 15, 2018. http://hdl.handle.net/11427/26895.

MLA Handbook (7th Edition):

Smith, William Peter Younger. “Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions.” 2017. Web. 15 Aug 2018.

Vancouver:

Smith WPY. Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions. [Internet] [Masters thesis]. University of Cape Town; 2017. [cited 2018 Aug 15]. Available from: http://hdl.handle.net/11427/26895.

Council of Science Editors:

Smith WPY. Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions. [Masters Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/26895


Oregon State University

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

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 15, 2018. http://hdl.handle.net/1957/50718.

MLA Handbook (7th Edition):

Nathanson, Stephen Hayward. “Creep characteristics of a light-weight aggregate concrete.” 1958. Web. 15 Aug 2018.

Vancouver:

Nathanson SH. Creep characteristics of a light-weight aggregate concrete. [Internet] [Masters thesis]. Oregon State University; 1958. [cited 2018 Aug 15]. 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

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