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You searched for subject:(CONCRETE REINFORCEMENT BUILDING MATERIALS ). Showing records 1 – 30 of 53275 total matches.

[1] [2] [3] [4] [5] … [1776]

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1. Javadian, Alireza. Composite Bamboo and its Application as Reinforcement in Structural Concrete.

Degree: 2017, ETH Zürich

 The fast pace of development in many developing countries has led to an increased demand for building and construction materials for housing and infrastructure projects.… (more)

Subjects/Keywords: Architecture; Construction; Bamboo composite; Civil engineering; CONCRETE REINFORCEMENT (BUILDING MATERIALS); Bamboo; Composite material

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APA (6th Edition):

Javadian, A. (2017). Composite Bamboo and its Application as Reinforcement in Structural Concrete. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/185002

Chicago Manual of Style (16th Edition):

Javadian, Alireza. “Composite Bamboo and its Application as Reinforcement in Structural Concrete.” 2017. Doctoral Dissertation, ETH Zürich. Accessed April 06, 2020. http://hdl.handle.net/20.500.11850/185002.

MLA Handbook (7th Edition):

Javadian, Alireza. “Composite Bamboo and its Application as Reinforcement in Structural Concrete.” 2017. Web. 06 Apr 2020.

Vancouver:

Javadian A. Composite Bamboo and its Application as Reinforcement in Structural Concrete. [Internet] [Doctoral dissertation]. ETH Zürich; 2017. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/20.500.11850/185002.

Council of Science Editors:

Javadian A. Composite Bamboo and its Application as Reinforcement in Structural Concrete. [Doctoral Dissertation]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/185002


Ryerson University

2. Sucic, Anto. Toward the use of high volume recycled concrete aggregate in new concrete production:.

Degree: 2013, Ryerson University

 This thesis reports the findings of a study carried out to determine the feasibility of using Recycled Concrete Aggregate (RCA) in the production of newly… (more)

Subjects/Keywords:  – Concrete – Aggregates (Building materials)  – Recycling – Concrete  – Mixing – Concrete  – Additives  – Testing;  – Concrete – Aggregates (Building materials)  – Recycling – Concrete  – Mixing – Concrete  – Additives  – Testing – -

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APA (6th Edition):

Sucic, A. (2013). Toward the use of high volume recycled concrete aggregate in new concrete production:. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2777

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):

Sucic, Anto. “Toward the use of high volume recycled concrete aggregate in new concrete production:.” 2013. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2777.

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

MLA Handbook (7th Edition):

Sucic, Anto. “Toward the use of high volume recycled concrete aggregate in new concrete production:.” 2013. Web. 06 Apr 2020.

Vancouver:

Sucic A. Toward the use of high volume recycled concrete aggregate in new concrete production:. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2777.

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

Council of Science Editors:

Sucic A. Toward the use of high volume recycled concrete aggregate in new concrete production:. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2777

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


Ryerson University

3. Maguire, Bradley. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.

Degree: 2013, Ryerson University

 Recently in Quebec Canada, concrete structures suffered very rapid deterioration within 3 to 5 years of construction. The deterioration was caused by an iron sulfide,… (more)

Subjects/Keywords: Concrete  – Deterioration; Aggregates (Building materials); Pyrrhotite

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APA (6th Edition):

Maguire, B. (2013). Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2330

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):

Maguire, Bradley. “Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.” 2013. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2330.

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

MLA Handbook (7th Edition):

Maguire, Bradley. “Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.” 2013. Web. 06 Apr 2020.

Vancouver:

Maguire B. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2330.

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

Council of Science Editors:

Maguire B. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2330

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


Rutgers University

4. Wang, Jian, 1987-. Fracture modeling of asphalt concrete with heterogeneous microstructure.

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

 Understanding fracture resistance of asphalt concrete is of great importance in designing pavements with long service life. This thesis focused on studying the micro and… (more)

Subjects/Keywords: Asphalt concrete; Aggregates (Building materials); Fracture mechanics

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APA (6th Edition):

Wang, Jian, 1. (2015). Fracture modeling of asphalt concrete with heterogeneous microstructure. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/46453/

Chicago Manual of Style (16th Edition):

Wang, Jian, 1987-. “Fracture modeling of asphalt concrete with heterogeneous microstructure.” 2015. Masters Thesis, Rutgers University. Accessed April 06, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/46453/.

MLA Handbook (7th Edition):

Wang, Jian, 1987-. “Fracture modeling of asphalt concrete with heterogeneous microstructure.” 2015. Web. 06 Apr 2020.

Vancouver:

Wang, Jian 1. Fracture modeling of asphalt concrete with heterogeneous microstructure. [Internet] [Masters thesis]. Rutgers University; 2015. [cited 2020 Apr 06]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/46453/.

Council of Science Editors:

Wang, Jian 1. Fracture modeling of asphalt concrete with heterogeneous microstructure. [Masters Thesis]. Rutgers University; 2015. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/46453/

5. Yang, Weiran. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.

Degree: 2016, University of Tennessee – Chattanooga

 Crushing concrete to bring the aggregates back to be used for concrete structures is a process of creating recycled aggregate (RA). Recycled aggregate concrete (RAC)… (more)

Subjects/Keywords: Aggregates (Building materials)  – Testing; Concrete  – Additives

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APA (6th Edition):

Yang, W. (2016). Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. (Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/449

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):

Yang, Weiran. “Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.” 2016. Thesis, University of Tennessee – Chattanooga. Accessed April 06, 2020. https://scholar.utc.edu/theses/449.

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

MLA Handbook (7th Edition):

Yang, Weiran. “Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.” 2016. Web. 06 Apr 2020.

Vancouver:

Yang W. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. [Internet] [Thesis]. University of Tennessee – Chattanooga; 2016. [cited 2020 Apr 06]. Available from: https://scholar.utc.edu/theses/449.

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

Council of Science Editors:

Yang W. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. [Thesis]. University of Tennessee – Chattanooga; 2016. Available from: https://scholar.utc.edu/theses/449

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


Michigan State University

6. Price, Harold R. An experimental study of the effect on concrete of heating aggregates to high temperatures.

Degree: B.S., 1933, Michigan State University

Subjects/Keywords: Concrete; Building materials

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

APA (6th Edition):

Price, H. R. (1933). An experimental study of the effect on concrete of heating aggregates to high temperatures. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13314

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):

Price, Harold R. “An experimental study of the effect on concrete of heating aggregates to high temperatures.” 1933. Thesis, Michigan State University. Accessed April 06, 2020. http://etd.lib.msu.edu/islandora/object/etd:13314.

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

MLA Handbook (7th Edition):

Price, Harold R. “An experimental study of the effect on concrete of heating aggregates to high temperatures.” 1933. Web. 06 Apr 2020.

Vancouver:

Price HR. An experimental study of the effect on concrete of heating aggregates to high temperatures. [Internet] [Thesis]. Michigan State University; 1933. [cited 2020 Apr 06]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13314.

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

Council of Science Editors:

Price HR. An experimental study of the effect on concrete of heating aggregates to high temperatures. [Thesis]. Michigan State University; 1933. Available from: http://etd.lib.msu.edu/islandora/object/etd:13314

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


Stellenbosch University

7. Delport, Kobus. Incipient motion of Armorflex articulating concrete blocks on steep slopes.

Degree: MEng, Civil Engineering, 2019, Stellenbosch University

 ENGLISH ABSTRACT: Armorflex is an articulating concrete block erosion protection measure that has been used as an alternative to riprap (dumped rock) for many years.… (more)

Subjects/Keywords: Blocks (Building materials); UCTD; Concrete masonry; Concrete blocks; Armorflex

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APA (6th Edition):

Delport, K. (2019). Incipient motion of Armorflex articulating concrete blocks on steep slopes. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/107161

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):

Delport, Kobus. “Incipient motion of Armorflex articulating concrete blocks on steep slopes.” 2019. Thesis, Stellenbosch University. Accessed April 06, 2020. http://hdl.handle.net/10019.1/107161.

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

MLA Handbook (7th Edition):

Delport, Kobus. “Incipient motion of Armorflex articulating concrete blocks on steep slopes.” 2019. Web. 06 Apr 2020.

Vancouver:

Delport K. Incipient motion of Armorflex articulating concrete blocks on steep slopes. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/10019.1/107161.

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

Council of Science Editors:

Delport K. Incipient motion of Armorflex articulating concrete blocks on steep slopes. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/107161

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


Ryerson University

8. Guirguis, Bassili. Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability.

Degree: 2017, Ryerson University

 This research project focuses on the development and validation of test methods to evaluate the potential oxidation of sulphide-bearing aggregates, which can cause severe damage… (more)

Subjects/Keywords: Concrete  – Testing; Aggregates (Building materials)  – Testing; Concrete  – Additives; Sulfur concrete; Sulfide minerals

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APA (6th Edition):

Guirguis, B. (2017). Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7134

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):

Guirguis, Bassili. “Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability.” 2017. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A7134.

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

MLA Handbook (7th Edition):

Guirguis, Bassili. “Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability.” 2017. Web. 06 Apr 2020.

Vancouver:

Guirguis B. Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7134.

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

Council of Science Editors:

Guirguis B. Test Methods For Evaluating The Oxidization Potential Of Sulphide –Bearing Aggregates And Its Effects On Concrete Durability. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7134

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


Texas State University – San Marcos

9. Marines Munoz, Armando. Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures.

Degree: MS, Industrial Technology, 2012, Texas State University – San Marcos

 Pavements are one of the most important components of a city’s infrastructure covering significant portions of urban land while simultaneously generating negative impacts such as… (more)

Subjects/Keywords: Pervious concrete; Recycled concrete aggregate; Ground granulated blast-furnace slag; Sustainability.; Pavements, Concrete; Lightweight concrete; Slag; Concrete construction; Aggregates (Building materials)

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APA (6th Edition):

Marines Munoz, A. (2012). Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/4280

Chicago Manual of Style (16th Edition):

Marines Munoz, Armando. “Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures.” 2012. Masters Thesis, Texas State University – San Marcos. Accessed April 06, 2020. https://digital.library.txstate.edu/handle/10877/4280.

MLA Handbook (7th Edition):

Marines Munoz, Armando. “Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures.” 2012. Web. 06 Apr 2020.

Vancouver:

Marines Munoz A. Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures. [Internet] [Masters thesis]. Texas State University – San Marcos; 2012. [cited 2020 Apr 06]. Available from: https://digital.library.txstate.edu/handle/10877/4280.

Council of Science Editors:

Marines Munoz A. Evaluation of Sustainability, Durability, and the Effect of Specimen Type in Pervious Concrete Mixtures. [Masters Thesis]. Texas State University – San Marcos; 2012. Available from: https://digital.library.txstate.edu/handle/10877/4280


Ryerson University

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

Degree: 2016, Ryerson University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Sherir, Mohamed A A. “Self-healing cementitious composites incorporating innovative materials.” 2016. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5791.

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

MLA Handbook (7th Edition):

Sherir, Mohamed A A. “Self-healing cementitious composites incorporating innovative materials.” 2016. Web. 06 Apr 2020.

Vancouver:

Sherir MAA. Self-healing cementitious composites incorporating innovative materials. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5791.

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

Council of Science Editors:

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

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


Ryerson University

11. Andal, Jonathan. Properties of concrete containing recycled concrete aggregate of preserved quality.

Degree: 2015, Ryerson University

 Today, there is a growing need for the implementation of sustainability in construction. Continuous construction and rehabilitation projects have begun to deplete virgin aggregate sources.… (more)

Subjects/Keywords: Sustainable construction.; Aggregates (Building materials)  – Recycling  – Testing.; Aggregates (Building materials)  – Recycling.; Concrete  – Recycling  – Testing.; Concrete  – Recycling

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APA (6th Edition):

Andal, J. (2015). Properties of concrete containing recycled concrete aggregate of preserved quality. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4171

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):

Andal, Jonathan. “Properties of concrete containing recycled concrete aggregate of preserved quality.” 2015. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A4171.

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

MLA Handbook (7th Edition):

Andal, Jonathan. “Properties of concrete containing recycled concrete aggregate of preserved quality.” 2015. Web. 06 Apr 2020.

Vancouver:

Andal J. Properties of concrete containing recycled concrete aggregate of preserved quality. [Internet] [Thesis]. Ryerson University; 2015. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4171.

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

Council of Science Editors:

Andal J. Properties of concrete containing recycled concrete aggregate of preserved quality. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4171

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


Brno University of Technology

12. Moravská, Veronika. Stavební průzkum a diagnostika konstrukce .

Degree: 2016, Brno University of Technology

 Tato diplomová práce se zabývá stavebním průzkumem a diagnostikou průmyslového objektu v Chropyni. V teoretické části je popsána problematika stavebně technického průzkumu, diagnostiky železobetonové konstrukce… (more)

Subjects/Keywords: Stavební průzkum; diagnostika; železobeton; beton; výztuž; diagnostické metody; statika; Building survey; diagnostic; reinforced concrete; concrete; reinforcement; diagnostic methods; statics

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APA (6th Edition):

Moravská, V. (2016). Stavební průzkum a diagnostika konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57824

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):

Moravská, Veronika. “Stavební průzkum a diagnostika konstrukce .” 2016. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/57824.

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

MLA Handbook (7th Edition):

Moravská, Veronika. “Stavební průzkum a diagnostika konstrukce .” 2016. Web. 06 Apr 2020.

Vancouver:

Moravská V. Stavební průzkum a diagnostika konstrukce . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/57824.

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

Council of Science Editors:

Moravská V. Stavební průzkum a diagnostika konstrukce . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57824

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


Ryerson University

13. Kolahdoozan, Maryam. Studies on the fresh properties an durability of unshrinkable fill containing recycled concrete aggregate or natural aggregates of marginal quality.

Degree: 2013, Ryerson University

 The intention of this research is to explore the feasibility of incorporating aggregates of low or marginal quality, such as Recycled Concrete Aggregate (RCA) and… (more)

Subjects/Keywords: Concrete  – Recycling; Concrete  – Testing; Concrete  – Effect of temperature on; Aggregates (Building materials)  – Testing; Waste products as road materials  – Ontario

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

APA (6th Edition):

Kolahdoozan, M. (2013). Studies on the fresh properties an durability of unshrinkable fill containing recycled concrete aggregate or natural aggregates of marginal quality. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3044

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):

Kolahdoozan, Maryam. “Studies on the fresh properties an durability of unshrinkable fill containing recycled concrete aggregate or natural aggregates of marginal quality.” 2013. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3044.

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

MLA Handbook (7th Edition):

Kolahdoozan, Maryam. “Studies on the fresh properties an durability of unshrinkable fill containing recycled concrete aggregate or natural aggregates of marginal quality.” 2013. Web. 06 Apr 2020.

Vancouver:

Kolahdoozan M. Studies on the fresh properties an durability of unshrinkable fill containing recycled concrete aggregate or natural aggregates of marginal quality. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3044.

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

Council of Science Editors:

Kolahdoozan M. Studies on the fresh properties an durability of unshrinkable fill containing recycled concrete aggregate or natural aggregates of marginal quality. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3044

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


Ryerson University

14. Piersanti, Matthew. Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures.

Degree: 2015, Ryerson University

 As concrete reaches the end of its service life, it is demolished and placed in landfills, which is not sustainable as this consumes land space.… (more)

Subjects/Keywords: Concrete  – Environmental aspects; Sustainable construction; Concrete construction; High strength concrete; Concrete; Construction and demolition debris  – Recycling; Building materials  – Recycling

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APA (6th Edition):

Piersanti, M. (2015). Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4387

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):

Piersanti, Matthew. “Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures.” 2015. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A4387.

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

MLA Handbook (7th Edition):

Piersanti, Matthew. “Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures.” 2015. Web. 06 Apr 2020.

Vancouver:

Piersanti M. Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures. [Internet] [Thesis]. Ryerson University; 2015. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4387.

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

Council of Science Editors:

Piersanti M. Testing recycled concrete aggregate suffering different levels of alkali-silica reaction for use in new structures. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4387

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


Ryerson University

15. Mikhaiel, Waleed. The use of lithium salts and supplementary cementing materials to control reactivity of recycled concrete aggregate.

Degree: 2009, Ryerson University

 This thesis covered the second phase of a study that focused on the reactivity of recycled concrete aggregate (RCA) produced from concrete affected by alkali-silica… (more)

Subjects/Keywords: Pavements; Concrete  – Recycling; Concrete  – Recycling; Lithium; Alkali-aggregate reactions; Aggregates (Building materials)

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APA (6th Edition):

Mikhaiel, W. (2009). The use of lithium salts and supplementary cementing materials to control reactivity of recycled concrete aggregate. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1618

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):

Mikhaiel, Waleed. “The use of lithium salts and supplementary cementing materials to control reactivity of recycled concrete aggregate.” 2009. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1618.

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

MLA Handbook (7th Edition):

Mikhaiel, Waleed. “The use of lithium salts and supplementary cementing materials to control reactivity of recycled concrete aggregate.” 2009. Web. 06 Apr 2020.

Vancouver:

Mikhaiel W. The use of lithium salts and supplementary cementing materials to control reactivity of recycled concrete aggregate. [Internet] [Thesis]. Ryerson University; 2009. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1618.

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

Council of Science Editors:

Mikhaiel W. The use of lithium salts and supplementary cementing materials to control reactivity of recycled concrete aggregate. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1618

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


Ryerson University

16. Johnson, Robert C. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.

Degree: 2011, Ryerson University

 This thesis reports the findings of a study carried out to determine the effectiveness of Accelerated Tests in evaluating the Alkali-Silica Reactivity of Recycled Concrete(more)

Subjects/Keywords: Alkali-aggregate reactions; Aggregates (Building materials)  – Recycling; Pavements; Concrete  – Design and construction; Silica; Asphalt concrete

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APA (6th Edition):

Johnson, R. C. (2011). Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1846

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, Robert C. “Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.” 2011. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1846.

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

MLA Handbook (7th Edition):

Johnson, Robert C. “Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.” 2011. Web. 06 Apr 2020.

Vancouver:

Johnson RC. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1846.

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

Council of Science Editors:

Johnson RC. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1846

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


University of South Florida

17. Walsh, Michael Thomas. Kelvin Probe Electrode for Contactless Potential Measurement on Concrete-Properties and Applications.

Degree: 2013, University of South Florida

 The practical feasibility of using a Kelvin Probe as a novel reference electrode in the measurement of both potential and polarization pulse response of reinforcing… (more)

Subjects/Keywords: Concrete; Corrosion; Mapping; Polarization; Reinforcement; Steel; Chemical Engineering; Civil Engineering; Materials Science and Engineering

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APA (6th Edition):

Walsh, M. T. (2013). Kelvin Probe Electrode for Contactless Potential Measurement on Concrete-Properties and Applications. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/4850

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):

Walsh, Michael Thomas. “Kelvin Probe Electrode for Contactless Potential Measurement on Concrete-Properties and Applications.” 2013. Thesis, University of South Florida. Accessed April 06, 2020. https://scholarcommons.usf.edu/etd/4850.

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

MLA Handbook (7th Edition):

Walsh, Michael Thomas. “Kelvin Probe Electrode for Contactless Potential Measurement on Concrete-Properties and Applications.” 2013. Web. 06 Apr 2020.

Vancouver:

Walsh MT. Kelvin Probe Electrode for Contactless Potential Measurement on Concrete-Properties and Applications. [Internet] [Thesis]. University of South Florida; 2013. [cited 2020 Apr 06]. Available from: https://scholarcommons.usf.edu/etd/4850.

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

Council of Science Editors:

Walsh MT. Kelvin Probe Electrode for Contactless Potential Measurement on Concrete-Properties and Applications. [Thesis]. University of South Florida; 2013. Available from: https://scholarcommons.usf.edu/etd/4850

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


Brno University of Technology

18. Filipu, Martina. Možnosti využití radaru pro detekci výztuže v železobetonových konstrukcích .

Degree: 2014, Brno University of Technology

 Bakalářská práce je zaměřena na využití radaru (GPR) pro detekci výztuže v železobetonových konstrukcích. V jednotlivých částech se práce věnuje metodám užívaným v diagnostice konstrukcí… (more)

Subjects/Keywords: Beton; železobeton; ocelová výztuž; nedestruktivní zkušebnictví; stavební průzkum; rozeznatelnost výztuže; georadar; Concrete; reinforced concrete; steel reinforcement; non-destructive testing; building survey; the reinforcement discriminability; ground penetrating radar

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APA (6th Edition):

Filipu, M. (2014). Možnosti využití radaru pro detekci výztuže v železobetonových konstrukcích . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34711

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):

Filipu, Martina. “Možnosti využití radaru pro detekci výztuže v železobetonových konstrukcích .” 2014. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/34711.

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

MLA Handbook (7th Edition):

Filipu, Martina. “Možnosti využití radaru pro detekci výztuže v železobetonových konstrukcích .” 2014. Web. 06 Apr 2020.

Vancouver:

Filipu M. Možnosti využití radaru pro detekci výztuže v železobetonových konstrukcích . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/34711.

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

Council of Science Editors:

Filipu M. Možnosti využití radaru pro detekci výztuže v železobetonových konstrukcích . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34711

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


Ryerson University

19. Dhakal, Ujwal. The effect of different mix proportions on the hygrothermal performance of hempcrete in the Canadian context.

Degree: 2016, Ryerson University

 Hempcrete is a light composite bio-based envelope plus insulation material with lime as binding agent and hemp as a renewable raw material from agriculture. The… (more)

Subjects/Keywords: Aggregates (Building materials)  – Moisture – Testing.; Concrete.; Hemp.; Plant fibers as building materials  – Testing.; Composite materials  – Moisture  – Testing.

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APA (6th Edition):

Dhakal, U. (2016). The effect of different mix proportions on the hygrothermal performance of hempcrete in the Canadian context. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4903

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):

Dhakal, Ujwal. “The effect of different mix proportions on the hygrothermal performance of hempcrete in the Canadian context.” 2016. Thesis, Ryerson University. Accessed April 06, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A4903.

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

MLA Handbook (7th Edition):

Dhakal, Ujwal. “The effect of different mix proportions on the hygrothermal performance of hempcrete in the Canadian context.” 2016. Web. 06 Apr 2020.

Vancouver:

Dhakal U. The effect of different mix proportions on the hygrothermal performance of hempcrete in the Canadian context. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Apr 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4903.

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

Council of Science Editors:

Dhakal U. The effect of different mix proportions on the hygrothermal performance of hempcrete in the Canadian context. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4903

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


Reykjavík University

20. Jón Guðni Guðmundsson 1982. Long-term creep and shrinkage in concrete using porous aggregate – the effects of elastic modulus.

Degree: 2013, Reykjavík University

Long-term deformation is a problem of concrete structural elements when using porous basaltic aggregate, indicating concrete beams and plates subjected to sustained loading. Icelandic basalt… (more)

Subjects/Keywords: Byggingarverkfræði; Steinsteypa; Byggingarefni; Civil engineering; Concrete; Building materials

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APA (6th Edition):

1982, J. G. G. (2013). Long-term creep and shrinkage in concrete using porous aggregate – the effects of elastic modulus. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/14016

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):

1982, Jón Guðni Guðmundsson. “Long-term creep and shrinkage in concrete using porous aggregate – the effects of elastic modulus.” 2013. Thesis, Reykjavík University. Accessed April 06, 2020. http://hdl.handle.net/1946/14016.

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

MLA Handbook (7th Edition):

1982, Jón Guðni Guðmundsson. “Long-term creep and shrinkage in concrete using porous aggregate – the effects of elastic modulus.” 2013. Web. 06 Apr 2020.

Vancouver:

1982 JGG. Long-term creep and shrinkage in concrete using porous aggregate – the effects of elastic modulus. [Internet] [Thesis]. Reykjavík University; 2013. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/1946/14016.

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

Council of Science Editors:

1982 JGG. Long-term creep and shrinkage in concrete using porous aggregate – the effects of elastic modulus. [Thesis]. Reykjavík University; 2013. Available from: http://hdl.handle.net/1946/14016

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


Reykjavík University

21. Valgeir Ó. Flosason 1987. Shrinkage of Concrete using Porous Aggregates.

Degree: 2014, Reykjavík University

 During its service life, concrete undergoes volume changes which can affect quality and durability of the concrete. There are several types of volume changes, but… (more)

Subjects/Keywords: Byggingarverkfræði; Steinsteypa; Byggingarefni; Civil engineering; Concrete; Building materials

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APA (6th Edition):

1987, V. . F. (2014). Shrinkage of Concrete using Porous Aggregates. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/19384

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):

1987, Valgeir Ó. Flosason. “Shrinkage of Concrete using Porous Aggregates.” 2014. Thesis, Reykjavík University. Accessed April 06, 2020. http://hdl.handle.net/1946/19384.

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

MLA Handbook (7th Edition):

1987, Valgeir Ó. Flosason. “Shrinkage of Concrete using Porous Aggregates.” 2014. Web. 06 Apr 2020.

Vancouver:

1987 VF. Shrinkage of Concrete using Porous Aggregates. [Internet] [Thesis]. Reykjavík University; 2014. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/1946/19384.

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

Council of Science Editors:

1987 VF. Shrinkage of Concrete using Porous Aggregates. [Thesis]. Reykjavík University; 2014. Available from: http://hdl.handle.net/1946/19384

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


Montana State University

22. Stensatter, Gary Alan. Influence of aggregate particle shape upon concrete strength.

Degree: College of Engineering, 1963, Montana State University

Subjects/Keywords: Concrete.; Aggregates (Building materials)

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APA (6th Edition):

Stensatter, G. A. (1963). Influence of aggregate particle shape upon concrete strength. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/6156

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):

Stensatter, Gary Alan. “Influence of aggregate particle shape upon concrete strength.” 1963. Thesis, Montana State University. Accessed April 06, 2020. https://scholarworks.montana.edu/xmlui/handle/1/6156.

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

MLA Handbook (7th Edition):

Stensatter, Gary Alan. “Influence of aggregate particle shape upon concrete strength.” 1963. Web. 06 Apr 2020.

Vancouver:

Stensatter GA. Influence of aggregate particle shape upon concrete strength. [Internet] [Thesis]. Montana State University; 1963. [cited 2020 Apr 06]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6156.

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

Council of Science Editors:

Stensatter GA. Influence of aggregate particle shape upon concrete strength. [Thesis]. Montana State University; 1963. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6156

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


Texas State University – San Marcos

23. Wang, Zhuo. The Effects of Aggregate Moisture Conditions in Rheological Behaviors of High-Workability Mortar Prepared with Fine Recycled-Concrete Aggregate.

Degree: MS, Industrial Technology, 2012, Texas State University – San Marcos

 An ICAR rheometer was used in this study to measure the rheological behaviors of high-workability mortar (Self-Consolidating Concrete - SCC mortar). A mortar slump test… (more)

Subjects/Keywords: Rheology; SCC; Recycled Aggregate; Rheology; Aggregates (Building materials) – Recycling; Concrete – Recycling

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

APA (6th Edition):

Wang, Z. (2012). The Effects of Aggregate Moisture Conditions in Rheological Behaviors of High-Workability Mortar Prepared with Fine Recycled-Concrete Aggregate. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/4244

Chicago Manual of Style (16th Edition):

Wang, Zhuo. “The Effects of Aggregate Moisture Conditions in Rheological Behaviors of High-Workability Mortar Prepared with Fine Recycled-Concrete Aggregate.” 2012. Masters Thesis, Texas State University – San Marcos. Accessed April 06, 2020. https://digital.library.txstate.edu/handle/10877/4244.

MLA Handbook (7th Edition):

Wang, Zhuo. “The Effects of Aggregate Moisture Conditions in Rheological Behaviors of High-Workability Mortar Prepared with Fine Recycled-Concrete Aggregate.” 2012. Web. 06 Apr 2020.

Vancouver:

Wang Z. The Effects of Aggregate Moisture Conditions in Rheological Behaviors of High-Workability Mortar Prepared with Fine Recycled-Concrete Aggregate. [Internet] [Masters thesis]. Texas State University – San Marcos; 2012. [cited 2020 Apr 06]. Available from: https://digital.library.txstate.edu/handle/10877/4244.

Council of Science Editors:

Wang Z. The Effects of Aggregate Moisture Conditions in Rheological Behaviors of High-Workability Mortar Prepared with Fine Recycled-Concrete Aggregate. [Masters Thesis]. Texas State University – San Marcos; 2012. Available from: https://digital.library.txstate.edu/handle/10877/4244


Michigan State University

24. Baynes, James B. Proper aggregates for concrete.

Degree: B.S., 1924, Michigan State University

Subjects/Keywords: Aggregates (Building materials); Concrete – Additives

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APA (6th Edition):

Baynes, J. B. (1924). Proper aggregates for concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:34895

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):

Baynes, James B. “Proper aggregates for concrete.” 1924. Thesis, Michigan State University. Accessed April 06, 2020. http://etd.lib.msu.edu/islandora/object/etd:34895.

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

MLA Handbook (7th Edition):

Baynes, James B. “Proper aggregates for concrete.” 1924. Web. 06 Apr 2020.

Vancouver:

Baynes JB. Proper aggregates for concrete. [Internet] [Thesis]. Michigan State University; 1924. [cited 2020 Apr 06]. Available from: http://etd.lib.msu.edu/islandora/object/etd:34895.

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

Council of Science Editors:

Baynes JB. Proper aggregates for concrete. [Thesis]. Michigan State University; 1924. Available from: http://etd.lib.msu.edu/islandora/object/etd:34895

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


Montana State University

25. Stewart, Thomas Gould. The potential alkali-aggregate reactivity of Montana concrete aggregates.

Degree: MS, College of Engineering, 1963, Montana State University

Subjects/Keywords: Aggregates (Building materials).; Concrete.

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APA (6th Edition):

Stewart, T. G. (1963). The potential alkali-aggregate reactivity of Montana concrete aggregates. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/6166

Chicago Manual of Style (16th Edition):

Stewart, Thomas Gould. “The potential alkali-aggregate reactivity of Montana concrete aggregates.” 1963. Masters Thesis, Montana State University. Accessed April 06, 2020. https://scholarworks.montana.edu/xmlui/handle/1/6166.

MLA Handbook (7th Edition):

Stewart, Thomas Gould. “The potential alkali-aggregate reactivity of Montana concrete aggregates.” 1963. Web. 06 Apr 2020.

Vancouver:

Stewart TG. The potential alkali-aggregate reactivity of Montana concrete aggregates. [Internet] [Masters thesis]. Montana State University; 1963. [cited 2020 Apr 06]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6166.

Council of Science Editors:

Stewart TG. The potential alkali-aggregate reactivity of Montana concrete aggregates. [Masters Thesis]. Montana State University; 1963. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6166


ETH Zürich

26. Ulaga, Tomaž. Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung.

Degree: 2003, ETH Zürich

Subjects/Keywords: BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); VERBUNDVERHALTEN VON BEWEHRUNG UND BETON (BAUSTOFFE); BETONSTÄHLE + BEWEHRUNGSNETZE, BEWEHRUNGSMATTEN (BAUSTOFFE); STREIFEN + LAMELLEN (BAUSTOFFE); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BOND PERFORMANCE OF REINFORCEMENT AND CONCRETE (BUILDING MATERIALS); REINFORCING STEEL + REINFORCING MATS (BUILDING MATERIALS); STRIPS + LAMELLAE (BUILDING MATERIALS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Ulaga, T. (2003). Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/147386

Chicago Manual of Style (16th Edition):

Ulaga, Tomaž. “Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung.” 2003. Doctoral Dissertation, ETH Zürich. Accessed April 06, 2020. http://hdl.handle.net/20.500.11850/147386.

MLA Handbook (7th Edition):

Ulaga, Tomaž. “Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung.” 2003. Web. 06 Apr 2020.

Vancouver:

Ulaga T. Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung. [Internet] [Doctoral dissertation]. ETH Zürich; 2003. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/20.500.11850/147386.

Council of Science Editors:

Ulaga T. Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung. [Doctoral Dissertation]. ETH Zürich; 2003. Available from: http://hdl.handle.net/20.500.11850/147386


Universidade Estadual de Campinas

27. Viviane de Campos. Avaliação da aplicabilidade do metodo I. N. T. de dosagem de concreto.

Degree: Faculdade de Engenharia Civil, Arquitetura e Urbanismo, 2007, Universidade Estadual de Campinas

O presente trabalho tem por objetivo, comprovar a aplicabilidade do método de dosagem I.N.T (Instituto Nacional de Tecnologia) analisando as propriedades físicas (consistência e massa… (more)

Subjects/Keywords: Agregados (Materiais de construção); Concrete; Granular materials; Concreto - Propriedades mecanicas; Aggregates (Building materials); Concreto; Materiais granulados; Concrete

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

APA (6th Edition):

Campos, V. d. (2007). Avaliação da aplicabilidade do metodo I. N. T. de dosagem de concreto. (Thesis). Universidade Estadual de Campinas. Retrieved from http://libdigi.unicamp.br/document/?code=vtls000415166

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):

Campos, Viviane de. “Avaliação da aplicabilidade do metodo I. N. T. de dosagem de concreto.” 2007. Thesis, Universidade Estadual de Campinas. Accessed April 06, 2020. http://libdigi.unicamp.br/document/?code=vtls000415166.

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

MLA Handbook (7th Edition):

Campos, Viviane de. “Avaliação da aplicabilidade do metodo I. N. T. de dosagem de concreto.” 2007. Web. 06 Apr 2020.

Vancouver:

Campos Vd. Avaliação da aplicabilidade do metodo I. N. T. de dosagem de concreto. [Internet] [Thesis]. Universidade Estadual de Campinas; 2007. [cited 2020 Apr 06]. Available from: http://libdigi.unicamp.br/document/?code=vtls000415166.

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

Council of Science Editors:

Campos Vd. Avaliação da aplicabilidade do metodo I. N. T. de dosagem de concreto. [Thesis]. Universidade Estadual de Campinas; 2007. Available from: http://libdigi.unicamp.br/document/?code=vtls000415166

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


ETH Zürich

28. Ullner, Robert. Verbundverhalten von Litzenspanngliedern mit nachträglichem Verbund.

Degree: 2007, ETH Zürich

Subjects/Keywords: VERBUNDVERHALTEN VON BEWEHRUNG UND BETON (BAUSTOFFE); SPANNBEWEHRUNG (BETONBAU); VORSPANNTECHNIK (KONSTRUKTIVER INGENIEURBAU); BOND PERFORMANCE OF REINFORCEMENT AND CONCRETE (BUILDING MATERIALS); PRESTRESSING REINFORCEMENT (CONCRETE CONSTRUCTION); PRESTRESSING TECHNOLOGY (STRUCTURAL ENGINEERING); info:eu-repo/classification/ddc/690; Buildings

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

APA (6th Edition):

Ullner, R. (2007). Verbundverhalten von Litzenspanngliedern mit nachträglichem Verbund. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/150397

Chicago Manual of Style (16th Edition):

Ullner, Robert. “Verbundverhalten von Litzenspanngliedern mit nachträglichem Verbund.” 2007. Doctoral Dissertation, ETH Zürich. Accessed April 06, 2020. http://hdl.handle.net/20.500.11850/150397.

MLA Handbook (7th Edition):

Ullner, Robert. “Verbundverhalten von Litzenspanngliedern mit nachträglichem Verbund.” 2007. Web. 06 Apr 2020.

Vancouver:

Ullner R. Verbundverhalten von Litzenspanngliedern mit nachträglichem Verbund. [Internet] [Doctoral dissertation]. ETH Zürich; 2007. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/20.500.11850/150397.

Council of Science Editors:

Ullner R. Verbundverhalten von Litzenspanngliedern mit nachträglichem Verbund. [Doctoral Dissertation]. ETH Zürich; 2007. Available from: http://hdl.handle.net/20.500.11850/150397


ETH Zürich

29. Djabry, Walid. Contribution à l'étude de l'adhérence des fers d'armature au béton.

Degree: 1952, ETH Zürich

Subjects/Keywords: BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); VERBUNDVERHALTEN VON BEWEHRUNG UND BETON (BAUSTOFFE); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BOND PERFORMANCE OF REINFORCEMENT AND CONCRETE (BUILDING MATERIALS); info:eu-repo/classification/ddc/690; Buildings

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

APA (6th Edition):

Djabry, W. (1952). Contribution à l'étude de l'adhérence des fers d'armature au béton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/132125

Chicago Manual of Style (16th Edition):

Djabry, Walid. “Contribution à l'étude de l'adhérence des fers d'armature au béton.” 1952. Doctoral Dissertation, ETH Zürich. Accessed April 06, 2020. http://hdl.handle.net/20.500.11850/132125.

MLA Handbook (7th Edition):

Djabry, Walid. “Contribution à l'étude de l'adhérence des fers d'armature au béton.” 1952. Web. 06 Apr 2020.

Vancouver:

Djabry W. Contribution à l'étude de l'adhérence des fers d'armature au béton. [Internet] [Doctoral dissertation]. ETH Zürich; 1952. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/20.500.11850/132125.

Council of Science Editors:

Djabry W. Contribution à l'étude de l'adhérence des fers d'armature au béton. [Doctoral Dissertation]. ETH Zürich; 1952. Available from: http://hdl.handle.net/20.500.11850/132125


KTH

30. Aalto, Jonatan. Comparison of Punching Shear Design Provisions for Flat Slabs.

Degree: Concrete Structures, 2017, KTH

  Abstract A new generation of EN 1992-1-1 (2004) also known as Eurocode 2 is under development and currently there is a set of proposed… (more)

Subjects/Keywords: Punching shear; resistance; concrete; flat slab; design provisions; Eurocode 2; case study; parametric study; shear reinforcement; prestressed; Building Technologies; Husbyggnad

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

APA (6th Edition):

Aalto, J. (2017). Comparison of Punching Shear Design Provisions for Flat Slabs. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631

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):

Aalto, Jonatan. “Comparison of Punching Shear Design Provisions for Flat Slabs.” 2017. Thesis, KTH. Accessed April 06, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631.

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

MLA Handbook (7th Edition):

Aalto, Jonatan. “Comparison of Punching Shear Design Provisions for Flat Slabs.” 2017. Web. 06 Apr 2020.

Vancouver:

Aalto J. Comparison of Punching Shear Design Provisions for Flat Slabs. [Internet] [Thesis]. KTH; 2017. [cited 2020 Apr 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631.

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

Council of Science Editors:

Aalto J. Comparison of Punching Shear Design Provisions for Flat Slabs. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631

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

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