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You searched for subject:(Lightweight concrete). Showing records 1 – 30 of 152 total matches.

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University of Aberdeen

1. Wasfi, Osman. Characterization of lightweight aggregate breathable concrete.

Degree: Dept. of Engineering., 2016, University of Aberdeen

Subjects/Keywords: Lightweight concrete.

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APA (6th Edition):

Wasfi, O. (2016). Characterization of lightweight aggregate breathable concrete. (Doctoral Dissertation). University of Aberdeen. Retrieved from http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=230596 ; http://digitool.abdn.ac.uk:1801/webclient/DeliveryManager?pid=230596&custom_att_2=simple_viewer

Chicago Manual of Style (16th Edition):

Wasfi, Osman. “Characterization of lightweight aggregate breathable concrete.” 2016. Doctoral Dissertation, University of Aberdeen. Accessed October 22, 2020. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=230596 ; http://digitool.abdn.ac.uk:1801/webclient/DeliveryManager?pid=230596&custom_att_2=simple_viewer.

MLA Handbook (7th Edition):

Wasfi, Osman. “Characterization of lightweight aggregate breathable concrete.” 2016. Web. 22 Oct 2020.

Vancouver:

Wasfi O. Characterization of lightweight aggregate breathable concrete. [Internet] [Doctoral dissertation]. University of Aberdeen; 2016. [cited 2020 Oct 22]. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=230596 ; http://digitool.abdn.ac.uk:1801/webclient/DeliveryManager?pid=230596&custom_att_2=simple_viewer.

Council of Science Editors:

Wasfi O. Characterization of lightweight aggregate breathable concrete. [Doctoral Dissertation]. University of Aberdeen; 2016. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=230596 ; http://digitool.abdn.ac.uk:1801/webclient/DeliveryManager?pid=230596&custom_att_2=simple_viewer


Virginia Tech

2. Kassner, Bernard Leonard. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 Although design codes have accepted lightweight concrete as a suitable structural material for nearly 50 years, there is still a good deal of uncertainty as… (more)

Subjects/Keywords: lightweight; concrete; prestress; shear; reliability

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APA (6th Edition):

Kassner, B. L. (2013). Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49543

Chicago Manual of Style (16th Edition):

Kassner, Bernard Leonard. “Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.” 2013. Doctoral Dissertation, Virginia Tech. Accessed October 22, 2020. http://hdl.handle.net/10919/49543.

MLA Handbook (7th Edition):

Kassner, Bernard Leonard. “Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.” 2013. Web. 22 Oct 2020.

Vancouver:

Kassner BL. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10919/49543.

Council of Science Editors:

Kassner BL. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/49543


Rutgers University

3. Doukakis, Johanna Paulette, 1987-. Lightweight self consolidating fiber reinforced concrete.

Degree: MS, Civil and Environmental Engineering, 2013, Rutgers University

 The object of this research was to determine the effects steel and polypropylene fibers have on the fresh and mechanical properties of a lightweight self… (more)

Subjects/Keywords: Lightweight concrete – Mechanical properties

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APA (6th Edition):

Doukakis, Johanna Paulette, 1. (2013). Lightweight self consolidating fiber reinforced concrete. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/41761/

Chicago Manual of Style (16th Edition):

Doukakis, Johanna Paulette, 1987-. “Lightweight self consolidating fiber reinforced concrete.” 2013. Masters Thesis, Rutgers University. Accessed October 22, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/41761/.

MLA Handbook (7th Edition):

Doukakis, Johanna Paulette, 1987-. “Lightweight self consolidating fiber reinforced concrete.” 2013. Web. 22 Oct 2020.

Vancouver:

Doukakis, Johanna Paulette 1. Lightweight self consolidating fiber reinforced concrete. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2020 Oct 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41761/.

Council of Science Editors:

Doukakis, Johanna Paulette 1. Lightweight self consolidating fiber reinforced concrete. [Masters Thesis]. Rutgers University; 2013. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41761/


Rutgers University

4. Xie, Pengyu, 1992-. Evaluation of thermal properties and air void characteristics of porous concrete.

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

 Porous concrete is becoming an attractive pavement solution due to its great performances in mitigating urban heat island (UHI) effect and managing storm water. As… (more)

Subjects/Keywords: Lightweight concrete – Design and construction

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APA (6th Edition):

Xie, Pengyu, 1. (2017). Evaluation of thermal properties and air void characteristics of porous concrete. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55775/

Chicago Manual of Style (16th Edition):

Xie, Pengyu, 1992-. “Evaluation of thermal properties and air void characteristics of porous concrete.” 2017. Masters Thesis, Rutgers University. Accessed October 22, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55775/.

MLA Handbook (7th Edition):

Xie, Pengyu, 1992-. “Evaluation of thermal properties and air void characteristics of porous concrete.” 2017. Web. 22 Oct 2020.

Vancouver:

Xie, Pengyu 1. Evaluation of thermal properties and air void characteristics of porous concrete. [Internet] [Masters thesis]. Rutgers University; 2017. [cited 2020 Oct 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55775/.

Council of Science Editors:

Xie, Pengyu 1. Evaluation of thermal properties and air void characteristics of porous concrete. [Masters Thesis]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55775/


University of Illinois – Chicago

5. Alsharif, Fadi. Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars.

Degree: 2014, University of Illinois – Chicago

 The implementation of Basalt Fiber Reinforced Polymers (BFRP) in bridge decks supported on girders, where deflection is not an issue, has the potential to offer… (more)

Subjects/Keywords: FRP; BFRP; Lightweight Concrete; Bridge Deck

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APA (6th Edition):

Alsharif, F. (2014). Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19046

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):

Alsharif, Fadi. “Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars.” 2014. Thesis, University of Illinois – Chicago. Accessed October 22, 2020. http://hdl.handle.net/10027/19046.

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

MLA Handbook (7th Edition):

Alsharif, Fadi. “Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars.” 2014. Web. 22 Oct 2020.

Vancouver:

Alsharif F. Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars. [Internet] [Thesis]. University of Illinois – Chicago; 2014. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10027/19046.

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

Council of Science Editors:

Alsharif F. Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars. [Thesis]. University of Illinois – Chicago; 2014. Available from: http://hdl.handle.net/10027/19046

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


Coventry University

6. Dan-Jumbo, F. G. Material and structural properties of a novel Aer-Tech material.

Degree: PhD, 2015, Coventry University

 This study critically investigates the material and structural behaviour of Aer-Tech material. Aer- Tech material is composed of 10% by volume of foam mechanically entrapped… (more)

Subjects/Keywords: 624.1; Aer-Tech; lightweight concrete; compressive strength

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APA (6th Edition):

Dan-Jumbo, F. G. (2015). Material and structural properties of a novel Aer-Tech material. (Doctoral Dissertation). Coventry University. Retrieved from http://curve.coventry.ac.uk/open/items/699ca3a1-deec-4549-b907-0e06bcdad83f/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685595

Chicago Manual of Style (16th Edition):

Dan-Jumbo, F G. “Material and structural properties of a novel Aer-Tech material.” 2015. Doctoral Dissertation, Coventry University. Accessed October 22, 2020. http://curve.coventry.ac.uk/open/items/699ca3a1-deec-4549-b907-0e06bcdad83f/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685595.

MLA Handbook (7th Edition):

Dan-Jumbo, F G. “Material and structural properties of a novel Aer-Tech material.” 2015. Web. 22 Oct 2020.

Vancouver:

Dan-Jumbo FG. Material and structural properties of a novel Aer-Tech material. [Internet] [Doctoral dissertation]. Coventry University; 2015. [cited 2020 Oct 22]. Available from: http://curve.coventry.ac.uk/open/items/699ca3a1-deec-4549-b907-0e06bcdad83f/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685595.

Council of Science Editors:

Dan-Jumbo FG. Material and structural properties of a novel Aer-Tech material. [Doctoral Dissertation]. Coventry University; 2015. Available from: http://curve.coventry.ac.uk/open/items/699ca3a1-deec-4549-b907-0e06bcdad83f/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685595


University of Illinois – Urbana-Champaign

7. Ardeshirilajimi, Ardavan. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Shrinkage cracking is a predominant deterioration mechanism greatly affecting the durability and integrity of concrete structures. This is especially the case for concrete bridge decks… (more)

Subjects/Keywords: Lightweight Aggregate; Shrinkage Cracking; Concrete; Internal Curing

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APA (6th Edition):

Ardeshirilajimi, A. (2018). Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102447

Chicago Manual of Style (16th Edition):

Ardeshirilajimi, Ardavan. “Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed October 22, 2020. http://hdl.handle.net/2142/102447.

MLA Handbook (7th Edition):

Ardeshirilajimi, Ardavan. “Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.” 2018. Web. 22 Oct 2020.

Vancouver:

Ardeshirilajimi A. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/2142/102447.

Council of Science Editors:

Ardeshirilajimi A. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102447


Stellenbosch University

8. Do Amaral, Dino Roberto. Dimensional stability of lightweight foamed concrete.

Degree: MEng, Civil Engineering, 2019, Stellenbosch University

 ENGLISH ABSTRACT: Lightweight Foamed Concrete (LWFC) is a variation of low density cellular concrete produced by entraining a system of regular and stable air voids… (more)

Subjects/Keywords: Concrete  – Expansion and contraction; Lightweight concrete; Concrete  – Creep; UCTD

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APA (6th Edition):

Do Amaral, D. R. (2019). Dimensional stability of lightweight foamed concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/107304

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):

Do Amaral, Dino Roberto. “Dimensional stability of lightweight foamed concrete.” 2019. Thesis, Stellenbosch University. Accessed October 22, 2020. http://hdl.handle.net/10019.1/107304.

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

MLA Handbook (7th Edition):

Do Amaral, Dino Roberto. “Dimensional stability of lightweight foamed concrete.” 2019. Web. 22 Oct 2020.

Vancouver:

Do Amaral DR. Dimensional stability of lightweight foamed concrete. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10019.1/107304.

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

Council of Science Editors:

Do Amaral DR. Dimensional stability of lightweight foamed concrete. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/107304

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


Stellenbosch University

9. Van Rooyen, Algurnon Steve. Mechanics and durability of surface treated structural foamed concrete.

Degree: PhD, Civil Engineering, 2020, Stellenbosch University

 ENGLISH ABSTRACT: Lightweight foamed concrete (LWFC) has been around for a few decades and has mostly been used in non-structural applications such as void filling,… (more)

Subjects/Keywords: Concrete; Concrete construction; Foamed materials; Lightweight concrete; UCTD

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APA (6th Edition):

Van Rooyen, A. S. (2020). Mechanics and durability of surface treated structural foamed concrete. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/108319

Chicago Manual of Style (16th Edition):

Van Rooyen, Algurnon Steve. “Mechanics and durability of surface treated structural foamed concrete.” 2020. Doctoral Dissertation, Stellenbosch University. Accessed October 22, 2020. http://hdl.handle.net/10019.1/108319.

MLA Handbook (7th Edition):

Van Rooyen, Algurnon Steve. “Mechanics and durability of surface treated structural foamed concrete.” 2020. Web. 22 Oct 2020.

Vancouver:

Van Rooyen AS. Mechanics and durability of surface treated structural foamed concrete. [Internet] [Doctoral dissertation]. Stellenbosch University; 2020. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10019.1/108319.

Council of Science Editors:

Van Rooyen AS. Mechanics and durability of surface treated structural foamed concrete. [Doctoral Dissertation]. Stellenbosch University; 2020. Available from: http://hdl.handle.net/10019.1/108319


Ryerson University

10. Mumtaz, Tariq. Effect of corrosion on the bond strength of self consolidated lightweight concrete.

Degree: 2010, Ryerson University

 Self-consolidating lightweight concrete (SCLWC) is a concrete with excellent filling ability, good passing ability, and adequate segregation resistance. The use of SCLWC can be beneficial… (more)

Subjects/Keywords: Self-consolidating concrete  – Corrosion; Lightweight concrete  – Corrosion; Self-consolidating concrete  – Performance  – Testing; Lightweight concrete  – Performance  – Testing

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APA (6th Edition):

Mumtaz, T. (2010). Effect of corrosion on the bond strength of self consolidated lightweight concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6317

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):

Mumtaz, Tariq. “Effect of corrosion on the bond strength of self consolidated lightweight concrete.” 2010. Thesis, Ryerson University. Accessed October 22, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6317.

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

MLA Handbook (7th Edition):

Mumtaz, Tariq. “Effect of corrosion on the bond strength of self consolidated lightweight concrete.” 2010. Web. 22 Oct 2020.

Vancouver:

Mumtaz T. Effect of corrosion on the bond strength of self consolidated lightweight concrete. [Internet] [Thesis]. Ryerson University; 2010. [cited 2020 Oct 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6317.

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

Council of Science Editors:

Mumtaz T. Effect of corrosion on the bond strength of self consolidated lightweight concrete. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6317

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


Ryerson University

11. Lotfy, Abdurrahmaan. Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation.

Degree: 2012, Ryerson University

 A response surface method based experimental study was carried out to model the influence of key parameters on properties of Lightweight Self-Consolidating Concrete (LWSCC) mixtures… (more)

Subjects/Keywords: Self-consolidating concrete  – Performance  – Testing; Lightweight concrete  – Performance  – Testing; Concrete  – Mixing; Concrete  – Additives  – Testing

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APA (6th Edition):

Lotfy, A. (2012). Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1930

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):

Lotfy, Abdurrahmaan. “Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation.” 2012. Thesis, Ryerson University. Accessed October 22, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1930.

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

MLA Handbook (7th Edition):

Lotfy, Abdurrahmaan. “Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation.” 2012. Web. 22 Oct 2020.

Vancouver:

Lotfy A. Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Oct 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1930.

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

Council of Science Editors:

Lotfy A. Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1930

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

12. Catoia, Thiago. Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes.

Degree: PhD, Estruturas, 2012, University of São Paulo

A utilização de concreto leve decorre especialmente dos benefícios promovidos pela redução da massa específica do material, tais como menores esforços nas estruturas, economia com… (more)

Subjects/Keywords: Concreto leve; Concreto pré-moldado; Concreto Ultraleve®; EPS; EPS; Lajes; Lightweight concrete; Precast concrete; Slabs; Ultra lightweight concrete

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

APA (6th Edition):

Catoia, T. (2012). Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19122012-104222/ ;

Chicago Manual of Style (16th Edition):

Catoia, Thiago. “Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes.” 2012. Doctoral Dissertation, University of São Paulo. Accessed October 22, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19122012-104222/ ;.

MLA Handbook (7th Edition):

Catoia, Thiago. “Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes.” 2012. Web. 22 Oct 2020.

Vancouver:

Catoia T. Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes. [Internet] [Doctoral dissertation]. University of São Paulo; 2012. [cited 2020 Oct 22]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19122012-104222/ ;.

Council of Science Editors:

Catoia T. Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes. [Doctoral Dissertation]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19122012-104222/ ;


University of Utah

13. Liu, Ruifen. Precast concrete bridge deck panels reinforced with glass fiber reinforced polymer bars.

Degree: PhD, Civil & Environmental Engineering, 2011, University of Utah

 The present research investigates lightweight and normal weight precast concrete panels for highway bridges. The panels are reinforced with Glass Fiber Reinforced Polymer (GFRP) bars.… (more)

Subjects/Keywords: Bridge deck; GFRF; Lightweight concrete; Normal weight concrete

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APA (6th Edition):

Liu, R. (2011). Precast concrete bridge deck panels reinforced with glass fiber reinforced polymer bars. (Doctoral Dissertation). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/136/rec/1932

Chicago Manual of Style (16th Edition):

Liu, Ruifen. “Precast concrete bridge deck panels reinforced with glass fiber reinforced polymer bars.” 2011. Doctoral Dissertation, University of Utah. Accessed October 22, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/136/rec/1932.

MLA Handbook (7th Edition):

Liu, Ruifen. “Precast concrete bridge deck panels reinforced with glass fiber reinforced polymer bars.” 2011. Web. 22 Oct 2020.

Vancouver:

Liu R. Precast concrete bridge deck panels reinforced with glass fiber reinforced polymer bars. [Internet] [Doctoral dissertation]. University of Utah; 2011. [cited 2020 Oct 22]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/136/rec/1932.

Council of Science Editors:

Liu R. Precast concrete bridge deck panels reinforced with glass fiber reinforced polymer bars. [Doctoral Dissertation]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/136/rec/1932


Michigan State University

14. Khan, Mahboob. Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials.

Degree: MS, Department of Civil and Environmental Engineering, 1990, Michigan State University

Subjects/Keywords: Lightweight concrete; Concrete; Structural failures

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APA (6th Edition):

Khan, M. (1990). Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:22898

Chicago Manual of Style (16th Edition):

Khan, Mahboob. “Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials.” 1990. Masters Thesis, Michigan State University. Accessed October 22, 2020. http://etd.lib.msu.edu/islandora/object/etd:22898.

MLA Handbook (7th Edition):

Khan, Mahboob. “Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials.” 1990. Web. 22 Oct 2020.

Vancouver:

Khan M. Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials. [Internet] [Masters thesis]. Michigan State University; 1990. [cited 2020 Oct 22]. Available from: http://etd.lib.msu.edu/islandora/object/etd:22898.

Council of Science Editors:

Khan M. Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials. [Masters Thesis]. Michigan State University; 1990. Available from: http://etd.lib.msu.edu/islandora/object/etd:22898

15. Sanford, Charles W. A study on the debris found in a pervious concrete sample.

Degree: 2014, University of Tennessee – Chattanooga

 In an effort to determine how and what debris clogs well-aged pervious concrete, a fourteen-year-old pervious concrete parking lot was cored and the samples investigated.… (more)

Subjects/Keywords: Lightweight concrete  – Testing; Pavements; Concrete  – Design and construction

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

APA (6th Edition):

Sanford, C. W. (2014). A study on the debris found in a pervious concrete sample. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/131

Chicago Manual of Style (16th Edition):

Sanford, Charles W. “A study on the debris found in a pervious concrete sample.” 2014. Masters Thesis, University of Tennessee – Chattanooga. Accessed October 22, 2020. https://scholar.utc.edu/theses/131.

MLA Handbook (7th Edition):

Sanford, Charles W. “A study on the debris found in a pervious concrete sample.” 2014. Web. 22 Oct 2020.

Vancouver:

Sanford CW. A study on the debris found in a pervious concrete sample. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2014. [cited 2020 Oct 22]. Available from: https://scholar.utc.edu/theses/131.

Council of Science Editors:

Sanford CW. A study on the debris found in a pervious concrete sample. [Masters Thesis]. University of Tennessee – Chattanooga; 2014. Available from: https://scholar.utc.edu/theses/131

16. Sánchez García, Eva María. Hormigón ligero con nanosílice y áridos de plástico y corcho reciclados .

Degree: Arquitectura y Tecnología de la Edificación, 2019, Universidad Politécnica de Cartagena

 [SPA] El objetivo de la investigación es elaborar un hormigón ligero, con resistencia suficiente para un uso estructural, sustituyendo áridos tradicionales por áridos ligeros reciclados.… (more)

Subjects/Keywords: Hormigón; Hormigón ligero; Corcho; Construcción; Concrete; Lightweight concrete; Cork; Building

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APA (6th Edition):

Sánchez García, E. M. (2019). Hormigón ligero con nanosílice y áridos de plástico y corcho reciclados . (Thesis). Universidad Politécnica de Cartagena. Retrieved from http://hdl.handle.net/10317/8346

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):

Sánchez García, Eva María. “Hormigón ligero con nanosílice y áridos de plástico y corcho reciclados .” 2019. Thesis, Universidad Politécnica de Cartagena. Accessed October 22, 2020. http://hdl.handle.net/10317/8346.

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

MLA Handbook (7th Edition):

Sánchez García, Eva María. “Hormigón ligero con nanosílice y áridos de plástico y corcho reciclados .” 2019. Web. 22 Oct 2020.

Vancouver:

Sánchez García EM. Hormigón ligero con nanosílice y áridos de plástico y corcho reciclados . [Internet] [Thesis]. Universidad Politécnica de Cartagena; 2019. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10317/8346.

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

Council of Science Editors:

Sánchez García EM. Hormigón ligero con nanosílice y áridos de plástico y corcho reciclados . [Thesis]. Universidad Politécnica de Cartagena; 2019. Available from: http://hdl.handle.net/10317/8346

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


Curtin University of Technology

17. Wahyuni, Ade Sri. Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill .

Degree: 2012, Curtin University of Technology

 A Lightweight Sandwich Reinforced Concrete (LSRC) section has been developed with a novel use of prefabricated Autoclaved Aerated Concrete (AAC). This LSRC section is a… (more)

Subjects/Keywords: sandwich section; composite section; reinforced concrete; lightweight concrete

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

APA (6th Edition):

Wahyuni, A. S. (2012). Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/1874

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):

Wahyuni, Ade Sri. “Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill .” 2012. Thesis, Curtin University of Technology. Accessed October 22, 2020. http://hdl.handle.net/20.500.11937/1874.

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

MLA Handbook (7th Edition):

Wahyuni, Ade Sri. “Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill .” 2012. Web. 22 Oct 2020.

Vancouver:

Wahyuni AS. Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill . [Internet] [Thesis]. Curtin University of Technology; 2012. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/20.500.11937/1874.

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

Council of Science Editors:

Wahyuni AS. Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill . [Thesis]. Curtin University of Technology; 2012. Available from: http://hdl.handle.net/20.500.11937/1874

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


University of Arkansas

18. Bymaster, Jared. Prestress Losses in Lightweight Self-Consolidating Concrete.

Degree: MSCE, 2012, University of Arkansas

  While much research has been performed on lightweight concrete and self-consolidating concrete (SCC), the knowledge of prestress losses in lightweight self-consolidating concrete (LWSCC) is… (more)

Subjects/Keywords: Applied sciences; Lightweight concrete; Prestress concrete; Prestress losses; Self-consolidating concrete; Transportation Engineering

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APA (6th Edition):

Bymaster, J. (2012). Prestress Losses in Lightweight Self-Consolidating Concrete. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/568

Chicago Manual of Style (16th Edition):

Bymaster, Jared. “Prestress Losses in Lightweight Self-Consolidating Concrete.” 2012. Masters Thesis, University of Arkansas. Accessed October 22, 2020. https://scholarworks.uark.edu/etd/568.

MLA Handbook (7th Edition):

Bymaster, Jared. “Prestress Losses in Lightweight Self-Consolidating Concrete.” 2012. Web. 22 Oct 2020.

Vancouver:

Bymaster J. Prestress Losses in Lightweight Self-Consolidating Concrete. [Internet] [Masters thesis]. University of Arkansas; 2012. [cited 2020 Oct 22]. Available from: https://scholarworks.uark.edu/etd/568.

Council of Science Editors:

Bymaster J. Prestress Losses in Lightweight Self-Consolidating Concrete. [Masters Thesis]. University of Arkansas; 2012. Available from: https://scholarworks.uark.edu/etd/568


Texas State University – San Marcos

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

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 October 22, 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. 22 Oct 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 Oct 22]. 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


Penn State University

20. Dalesandro, Kienan. Durability of Internally Cured Concrete with Reclaimed Sands.

Degree: 2020, Penn State University

 A significant portion of municipal solid waste has traditionally been addressed through recycling; however, the recycling market has become unreliable due to the stringent contamination… (more)

Subjects/Keywords: concrete; internal curing; recycled aggregate; reclaimed sands; lightweight aggregate; lightweight concrete; durability; freeze thaw resistance; rapid chloride permeability

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

APA (6th Edition):

Dalesandro, K. (2020). Durability of Internally Cured Concrete with Reclaimed Sands. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/17569kjd256

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):

Dalesandro, Kienan. “Durability of Internally Cured Concrete with Reclaimed Sands.” 2020. Thesis, Penn State University. Accessed October 22, 2020. https://submit-etda.libraries.psu.edu/catalog/17569kjd256.

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

MLA Handbook (7th Edition):

Dalesandro, Kienan. “Durability of Internally Cured Concrete with Reclaimed Sands.” 2020. Web. 22 Oct 2020.

Vancouver:

Dalesandro K. Durability of Internally Cured Concrete with Reclaimed Sands. [Internet] [Thesis]. Penn State University; 2020. [cited 2020 Oct 22]. Available from: https://submit-etda.libraries.psu.edu/catalog/17569kjd256.

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

Council of Science Editors:

Dalesandro K. Durability of Internally Cured Concrete with Reclaimed Sands. [Thesis]. Penn State University; 2020. Available from: https://submit-etda.libraries.psu.edu/catalog/17569kjd256

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


University of Technology, Sydney

21. Vakhshouri, Behnam. Comparative study of the long-term deflection of conventional and self-compacting concrete with light-weight concrete slabs.

Degree: 2017, University of Technology, Sydney

 Long-term deflection of concrete slabs is often the main governing design criteria to determine the appropriate thickness of the slabs to meet the required serviceability… (more)

Subjects/Keywords: Long-term deflection of concrete.; Lightweight and self-compacting concrete.; Conventional concrete.; Time-dependent deflection of reinforced concrete.

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

APA (6th Edition):

Vakhshouri, B. (2017). Comparative study of the long-term deflection of conventional and self-compacting concrete with light-weight concrete slabs. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/116589

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):

Vakhshouri, Behnam. “Comparative study of the long-term deflection of conventional and self-compacting concrete with light-weight concrete slabs.” 2017. Thesis, University of Technology, Sydney. Accessed October 22, 2020. http://hdl.handle.net/10453/116589.

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

MLA Handbook (7th Edition):

Vakhshouri, Behnam. “Comparative study of the long-term deflection of conventional and self-compacting concrete with light-weight concrete slabs.” 2017. Web. 22 Oct 2020.

Vancouver:

Vakhshouri B. Comparative study of the long-term deflection of conventional and self-compacting concrete with light-weight concrete slabs. [Internet] [Thesis]. University of Technology, Sydney; 2017. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10453/116589.

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

Council of Science Editors:

Vakhshouri B. Comparative study of the long-term deflection of conventional and self-compacting concrete with light-weight concrete slabs. [Thesis]. University of Technology, Sydney; 2017. Available from: http://hdl.handle.net/10453/116589

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


NSYSU

22. Huang, Hua-Jau. Metakaolin Lightweight Aggregate Concrete to Aply to The Ocean Engineering.

Degree: Master, Marine Environment and Engineering, 2006, NSYSU

 This research targets Metakaolin as main material, with various kinds of combination materials and binder, and uses a mechanism to make colding metakaolin lightweight aggregate… (more)

Subjects/Keywords: Concrete; Aggregate; Metakaolin; Lightweight

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APA (6th Edition):

Huang, H. (2006). Metakaolin Lightweight Aggregate Concrete to Aply to The Ocean Engineering. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0807106-154443

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):

Huang, Hua-Jau. “Metakaolin Lightweight Aggregate Concrete to Aply to The Ocean Engineering.” 2006. Thesis, NSYSU. Accessed October 22, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0807106-154443.

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

MLA Handbook (7th Edition):

Huang, Hua-Jau. “Metakaolin Lightweight Aggregate Concrete to Aply to The Ocean Engineering.” 2006. Web. 22 Oct 2020.

Vancouver:

Huang H. Metakaolin Lightweight Aggregate Concrete to Aply to The Ocean Engineering. [Internet] [Thesis]. NSYSU; 2006. [cited 2020 Oct 22]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0807106-154443.

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

Council of Science Editors:

Huang H. Metakaolin Lightweight Aggregate Concrete to Aply to The Ocean Engineering. [Thesis]. NSYSU; 2006. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0807106-154443

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


Stellenbosch University

23. De Villiers, Johannes Petrus. Bond behaviour of deformed steel reinforcement in lightweight foamed concrete.

Degree: MEng, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ABSTRACT: Lightweight foamed concrete is a low density concrete that utilizes the entrapment of air generated from a protein based foam mix constituent. It… (more)

Subjects/Keywords: Steel reinforcement  – Bond behaviour; Lightweight foamed concrete; UCTD

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APA (6th Edition):

De Villiers, J. P. (2015). Bond behaviour of deformed steel reinforcement in lightweight foamed concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/97835

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):

De Villiers, Johannes Petrus. “Bond behaviour of deformed steel reinforcement in lightweight foamed concrete.” 2015. Thesis, Stellenbosch University. Accessed October 22, 2020. http://hdl.handle.net/10019.1/97835.

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

MLA Handbook (7th Edition):

De Villiers, Johannes Petrus. “Bond behaviour of deformed steel reinforcement in lightweight foamed concrete.” 2015. Web. 22 Oct 2020.

Vancouver:

De Villiers JP. Bond behaviour of deformed steel reinforcement in lightweight foamed concrete. [Internet] [Thesis]. Stellenbosch University; 2015. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10019.1/97835.

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

Council of Science Editors:

De Villiers JP. Bond behaviour of deformed steel reinforcement in lightweight foamed concrete. [Thesis]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/97835

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


University of Waterloo

24. Averyanov, Sergey. ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL.

Degree: 2018, University of Waterloo

 Canada has the second largest territory in the world and its pavement network has over 1,000,000 km of roads spread over regions with various existing… (more)

Subjects/Keywords: Lightweight Cellular Concrete; Construction; Subbase Material; Pavement Design; Pavements

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APA (6th Edition):

Averyanov, S. (2018). ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/13731

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):

Averyanov, Sergey. “ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL.” 2018. Thesis, University of Waterloo. Accessed October 22, 2020. http://hdl.handle.net/10012/13731.

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

MLA Handbook (7th Edition):

Averyanov, Sergey. “ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL.” 2018. Web. 22 Oct 2020.

Vancouver:

Averyanov S. ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10012/13731.

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

Council of Science Editors:

Averyanov S. ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/13731

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


AUT University

25. Vilches, Juan. The development of novel infill materials for composite structural assemblies .

Degree: AUT University

 This thesis presents experimental investigations on the development of new/suitable materials for lightweight wall systems. The physical and mechanical characteristics of different mix compositions of… (more)

Subjects/Keywords: Lightweight concrete; Pull out tests

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APA (6th Edition):

Vilches, J. (n.d.). The development of novel infill materials for composite structural assemblies . (Thesis). AUT University. Retrieved from http://hdl.handle.net/10292/7602

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vilches, Juan. “The development of novel infill materials for composite structural assemblies .” Thesis, AUT University. Accessed October 22, 2020. http://hdl.handle.net/10292/7602.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vilches, Juan. “The development of novel infill materials for composite structural assemblies .” Web. 22 Oct 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Vilches J. The development of novel infill materials for composite structural assemblies . [Internet] [Thesis]. AUT University; [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10292/7602.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Vilches J. The development of novel infill materials for composite structural assemblies . [Thesis]. AUT University; Available from: http://hdl.handle.net/10292/7602

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


University of Washington

26. Swarner, Benjamin Robert. Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications.

Degree: 2016, University of Washington

 Sound Transit plans to extend its current light rail system, which runs along the I-5 corridor in Seattle, Washington, across the I-90 Homer Hadley floating… (more)

Subjects/Keywords: concrete; elastomer; light-rail; lightweight; plinth; structural; Civil engineering; civil engineering

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APA (6th Edition):

Swarner, B. R. (2016). Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/37065

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):

Swarner, Benjamin Robert. “Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications.” 2016. Thesis, University of Washington. Accessed October 22, 2020. http://hdl.handle.net/1773/37065.

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

MLA Handbook (7th Edition):

Swarner, Benjamin Robert. “Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications.” 2016. Web. 22 Oct 2020.

Vancouver:

Swarner BR. Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications. [Internet] [Thesis]. University of Washington; 2016. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/1773/37065.

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

Council of Science Editors:

Swarner BR. Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications. [Thesis]. University of Washington; 2016. Available from: http://hdl.handle.net/1773/37065

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


University of Arkansas

27. Goad, Daniel Robert. Mitigating Shrinkage Cracking of Concrete in Bridge Decks Through Internal Curing.

Degree: MSCE, 2013, University of Arkansas

  As the need for durable, long lasting infrastructure increases, new methods and techniques are being explored to prolong the service life of roads and… (more)

Subjects/Keywords: Applied sciences; Concrete cracking; Internal curing; Lightweight aggregates; Shrinkage; Transportation Engineering

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

APA (6th Edition):

Goad, D. R. (2013). Mitigating Shrinkage Cracking of Concrete in Bridge Decks Through Internal Curing. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/668

Chicago Manual of Style (16th Edition):

Goad, Daniel Robert. “Mitigating Shrinkage Cracking of Concrete in Bridge Decks Through Internal Curing.” 2013. Masters Thesis, University of Arkansas. Accessed October 22, 2020. https://scholarworks.uark.edu/etd/668.

MLA Handbook (7th Edition):

Goad, Daniel Robert. “Mitigating Shrinkage Cracking of Concrete in Bridge Decks Through Internal Curing.” 2013. Web. 22 Oct 2020.

Vancouver:

Goad DR. Mitigating Shrinkage Cracking of Concrete in Bridge Decks Through Internal Curing. [Internet] [Masters thesis]. University of Arkansas; 2013. [cited 2020 Oct 22]. Available from: https://scholarworks.uark.edu/etd/668.

Council of Science Editors:

Goad DR. Mitigating Shrinkage Cracking of Concrete in Bridge Decks Through Internal Curing. [Masters Thesis]. University of Arkansas; 2013. Available from: https://scholarworks.uark.edu/etd/668


Rutgers University

28. He, Haiwen. Evaluation of mechanical and hydrological properties of pervious concrete for use in sidewalks in New Jersey.

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

 Permeable concrete pavements have been increasing in popularity as a potential solution to reduce the amount of impermeable surface area associated with a project, reduce… (more)

Subjects/Keywords: Lightweight concrete – Design and construction; Sidewalks – New Jersey

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APA (6th Edition):

He, H. (2017). Evaluation of mechanical and hydrological properties of pervious concrete for use in sidewalks in New Jersey. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55489/

Chicago Manual of Style (16th Edition):

He, Haiwen. “Evaluation of mechanical and hydrological properties of pervious concrete for use in sidewalks in New Jersey.” 2017. Masters Thesis, Rutgers University. Accessed October 22, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55489/.

MLA Handbook (7th Edition):

He, Haiwen. “Evaluation of mechanical and hydrological properties of pervious concrete for use in sidewalks in New Jersey.” 2017. Web. 22 Oct 2020.

Vancouver:

He H. Evaluation of mechanical and hydrological properties of pervious concrete for use in sidewalks in New Jersey. [Internet] [Masters thesis]. Rutgers University; 2017. [cited 2020 Oct 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55489/.

Council of Science Editors:

He H. Evaluation of mechanical and hydrological properties of pervious concrete for use in sidewalks in New Jersey. [Masters Thesis]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55489/


University of Utah

29. Besser, Brandon Tyler. Precast lightweight concrete panels reinforced with glass fiber reinforced polymer bars.

Degree: MS, Civil & Environmental Engineering, 2011, University of Utah

 Corrosion of traditional steel reinforcement used in reinforced concrete bridges and parking structures exposed to water and deicing salts is of major concern. The chloride-induced… (more)

Subjects/Keywords: Bridges; Decks; Fiber reinforced polymer; Lightweight concrete; Normal weight concrete; Shear resistance

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

APA (6th Edition):

Besser, B. T. (2011). Precast lightweight concrete panels reinforced with glass fiber reinforced polymer bars. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/95/rec/1933

Chicago Manual of Style (16th Edition):

Besser, Brandon Tyler. “Precast lightweight concrete panels reinforced with glass fiber reinforced polymer bars.” 2011. Masters Thesis, University of Utah. Accessed October 22, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/95/rec/1933.

MLA Handbook (7th Edition):

Besser, Brandon Tyler. “Precast lightweight concrete panels reinforced with glass fiber reinforced polymer bars.” 2011. Web. 22 Oct 2020.

Vancouver:

Besser BT. Precast lightweight concrete panels reinforced with glass fiber reinforced polymer bars. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2020 Oct 22]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/95/rec/1933.

Council of Science Editors:

Besser BT. Precast lightweight concrete panels reinforced with glass fiber reinforced polymer bars. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/95/rec/1933


Stellenbosch University

30. Dunn, Trevor Paul Andrew. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: Lightweight foamed concrete, in contrast to normal weight concrete, is a low density, zero coarse aggregate concrete. The applications of foamed concrete have… (more)

Subjects/Keywords: Aseismic design; Concrete walls; Structural design; Residential buildings  – Construction; Lightweight concrete; UCTD

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

APA (6th Edition):

Dunn, T. P. A. (2017). Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102870

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):

Dunn, Trevor Paul Andrew. “Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.” 2017. Thesis, Stellenbosch University. Accessed October 22, 2020. http://hdl.handle.net/10019.1/102870.

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

MLA Handbook (7th Edition):

Dunn, Trevor Paul Andrew. “Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.” 2017. Web. 22 Oct 2020.

Vancouver:

Dunn TPA. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2020 Oct 22]. Available from: http://hdl.handle.net/10019.1/102870.

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

Council of Science Editors:

Dunn TPA. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102870

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

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