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You searched for subject:(cementitious materials). Showing records 1 – 30 of 121 total matches.

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1. Jagan Mohan D. Experimental and probabilistic studies on mode ii fracture of cementitious materials.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Anantapuram

Fracture in engineering structures is a common problem that society has faced ever since the development of engineering techniques to structures. The mechanical behavior of… (more)

Subjects/Keywords: Cementitious materials; Mode-II fracture

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APA (6th Edition):

D, J. M. (2013). Experimental and probabilistic studies on mode ii fracture of cementitious materials. (Thesis). Jawaharlal Nehru Technological University, Anantapuram. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/9991

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):

D, Jagan Mohan. “Experimental and probabilistic studies on mode ii fracture of cementitious materials.” 2013. Thesis, Jawaharlal Nehru Technological University, Anantapuram. Accessed May 10, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/9991.

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

MLA Handbook (7th Edition):

D, Jagan Mohan. “Experimental and probabilistic studies on mode ii fracture of cementitious materials.” 2013. Web. 10 May 2021.

Vancouver:

D JM. Experimental and probabilistic studies on mode ii fracture of cementitious materials. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. [cited 2021 May 10]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/9991.

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

Council of Science Editors:

D JM. Experimental and probabilistic studies on mode ii fracture of cementitious materials. [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/9991

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


Anna University

2. Kannan V. Durability performance of self Compacting concrete containing rice Husk ash and metakaolin;.

Degree: Durability performance of self Compacting concrete containing rice Husk ash and metakaolin, 2015, Anna University

The present work deals with the development of self compacting newlineconcrete SCC containing rice husk ash RHA metakaolin MK and their newlinecombination 1 1 ratio… (more)

Subjects/Keywords: Ordinary Portland cement; Supplementary cementitious materials

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APA (6th Edition):

V, K. (2015). Durability performance of self Compacting concrete containing rice Husk ash and metakaolin;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/40668

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):

V, Kannan. “Durability performance of self Compacting concrete containing rice Husk ash and metakaolin;.” 2015. Thesis, Anna University. Accessed May 10, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/40668.

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

MLA Handbook (7th Edition):

V, Kannan. “Durability performance of self Compacting concrete containing rice Husk ash and metakaolin;.” 2015. Web. 10 May 2021.

Vancouver:

V K. Durability performance of self Compacting concrete containing rice Husk ash and metakaolin;. [Internet] [Thesis]. Anna University; 2015. [cited 2021 May 10]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/40668.

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

Council of Science Editors:

V K. Durability performance of self Compacting concrete containing rice Husk ash and metakaolin;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/40668

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


Delft University of Technology

3. Wink, H.P. (author). Retrofitting of Existing Infrastructure Structures with Advanced Cementitious Materials (ACM's).

Degree: 2015, Delft University of Technology

 Existing structures are built according to the valid codes at that time and reaching their design life time. The traffic loads and traffic intensity has… (more)

Subjects/Keywords: retrofitting; existing structures; Advanced Cementitious Materials

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APA (6th Edition):

Wink, H. P. (. (2015). Retrofitting of Existing Infrastructure Structures with Advanced Cementitious Materials (ACM's). (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b9218b73-ccd5-4cbc-b9d7-326440817b3b

Chicago Manual of Style (16th Edition):

Wink, H P (author). “Retrofitting of Existing Infrastructure Structures with Advanced Cementitious Materials (ACM's).” 2015. Masters Thesis, Delft University of Technology. Accessed May 10, 2021. http://resolver.tudelft.nl/uuid:b9218b73-ccd5-4cbc-b9d7-326440817b3b.

MLA Handbook (7th Edition):

Wink, H P (author). “Retrofitting of Existing Infrastructure Structures with Advanced Cementitious Materials (ACM's).” 2015. Web. 10 May 2021.

Vancouver:

Wink HP(. Retrofitting of Existing Infrastructure Structures with Advanced Cementitious Materials (ACM's). [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 May 10]. Available from: http://resolver.tudelft.nl/uuid:b9218b73-ccd5-4cbc-b9d7-326440817b3b.

Council of Science Editors:

Wink HP(. Retrofitting of Existing Infrastructure Structures with Advanced Cementitious Materials (ACM's). [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b9218b73-ccd5-4cbc-b9d7-326440817b3b

4. Giannaros, Petros. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete.

Degree: PhD, 2017, University of Cambridge

 Concrete, a composite material consisting of aggregates bound together with cement paste, is the most widely used construction material. Concrete is relatively cheap, very versatile… (more)

Subjects/Keywords: self-healing; concrete; microcapsules; autonomic; cementitious materials

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APA (6th Edition):

Giannaros, P. (2017). Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/269924https://www.repository.cam.ac.uk/bitstream/1810/269924/2/4636f4e0-8578-4a97-b22a-d00cd8722589_confirmations.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/3/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/4/4636f4e0-8578-4a97-b22a-d00cd8722589.zip ; https://www.repository.cam.ac.uk/bitstream/1810/269924/5/Giannaros-2017-PhD.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/6/Giannaros-2017-PhD.pdf.jpg

Chicago Manual of Style (16th Edition):

Giannaros, Petros. “Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete.” 2017. Doctoral Dissertation, University of Cambridge. Accessed May 10, 2021. https://www.repository.cam.ac.uk/handle/1810/269924https://www.repository.cam.ac.uk/bitstream/1810/269924/2/4636f4e0-8578-4a97-b22a-d00cd8722589_confirmations.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/3/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/4/4636f4e0-8578-4a97-b22a-d00cd8722589.zip ; https://www.repository.cam.ac.uk/bitstream/1810/269924/5/Giannaros-2017-PhD.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/6/Giannaros-2017-PhD.pdf.jpg.

MLA Handbook (7th Edition):

Giannaros, Petros. “Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete.” 2017. Web. 10 May 2021.

Vancouver:

Giannaros P. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2021 May 10]. Available from: https://www.repository.cam.ac.uk/handle/1810/269924https://www.repository.cam.ac.uk/bitstream/1810/269924/2/4636f4e0-8578-4a97-b22a-d00cd8722589_confirmations.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/3/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/4/4636f4e0-8578-4a97-b22a-d00cd8722589.zip ; https://www.repository.cam.ac.uk/bitstream/1810/269924/5/Giannaros-2017-PhD.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/6/Giannaros-2017-PhD.pdf.jpg.

Council of Science Editors:

Giannaros P. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/269924https://www.repository.cam.ac.uk/bitstream/1810/269924/2/4636f4e0-8578-4a97-b22a-d00cd8722589_confirmations.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/3/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/4/4636f4e0-8578-4a97-b22a-d00cd8722589.zip ; https://www.repository.cam.ac.uk/bitstream/1810/269924/5/Giannaros-2017-PhD.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/269924/6/Giannaros-2017-PhD.pdf.jpg


Delft University of Technology

5. Wu, Zixia (author). The developement of lightweight cementitious cellular composites(LCCCs).

Degree: 2021, Delft University of Technology

This research focuses on developing architected lightweight cementitious cellular composites (LCCCs) for potential thermal insulation purposes. Specifically, Voronoi cellular structures with different randomness are adopted… (more)

Subjects/Keywords: cementitious materials; architected cellular materials; 3D printing; phase change materials

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APA (6th Edition):

Wu, Z. (. (2021). The developement of lightweight cementitious cellular composites(LCCCs). (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f4bd5177-6bf1-42aa-985e-b080505f54e1

Chicago Manual of Style (16th Edition):

Wu, Zixia (author). “The developement of lightweight cementitious cellular composites(LCCCs).” 2021. Masters Thesis, Delft University of Technology. Accessed May 10, 2021. http://resolver.tudelft.nl/uuid:f4bd5177-6bf1-42aa-985e-b080505f54e1.

MLA Handbook (7th Edition):

Wu, Zixia (author). “The developement of lightweight cementitious cellular composites(LCCCs).” 2021. Web. 10 May 2021.

Vancouver:

Wu Z(. The developement of lightweight cementitious cellular composites(LCCCs). [Internet] [Masters thesis]. Delft University of Technology; 2021. [cited 2021 May 10]. Available from: http://resolver.tudelft.nl/uuid:f4bd5177-6bf1-42aa-985e-b080505f54e1.

Council of Science Editors:

Wu Z(. The developement of lightweight cementitious cellular composites(LCCCs). [Masters Thesis]. Delft University of Technology; 2021. Available from: http://resolver.tudelft.nl/uuid:f4bd5177-6bf1-42aa-985e-b080505f54e1


University of Cambridge

6. Giannaros, Petros. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete.

Degree: PhD, 2017, University of Cambridge

 Concrete, a composite material consisting of aggregates bound together with cement paste, is the most widely used construction material. Concrete is relatively cheap, very versatile… (more)

Subjects/Keywords: 691; self-healing; concrete; microcapsules; autonomic; cementitious materials

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APA (6th Edition):

Giannaros, P. (2017). Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete. (Doctoral Dissertation). University of Cambridge. Retrieved from https://doi.org/10.17863/CAM.16800 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744346

Chicago Manual of Style (16th Edition):

Giannaros, Petros. “Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete.” 2017. Doctoral Dissertation, University of Cambridge. Accessed May 10, 2021. https://doi.org/10.17863/CAM.16800 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744346.

MLA Handbook (7th Edition):

Giannaros, Petros. “Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete.” 2017. Web. 10 May 2021.

Vancouver:

Giannaros P. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2021 May 10]. Available from: https://doi.org/10.17863/CAM.16800 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744346.

Council of Science Editors:

Giannaros P. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://doi.org/10.17863/CAM.16800 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744346


University of Minnesota

7. Moore, Colton. Effect of Ground Glass Composition on the Compressive Strength, Replacement Level, Hardened Air-Void System, and Microstructure of Portland Cement Mortars.

Degree: MS, Civil Engineering, 2019, University of Minnesota

 Utilizing ground glass as a pozzolan in concrete could provide a high-value market for discarded glass, and help to reduce the amount of portland cement… (more)

Subjects/Keywords: Ground Glass; Mortar Cubes; Portland Cement; Pozzolans; Supplementary Cementitious Materials

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APA (6th Edition):

Moore, C. (2019). Effect of Ground Glass Composition on the Compressive Strength, Replacement Level, Hardened Air-Void System, and Microstructure of Portland Cement Mortars. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/208945

Chicago Manual of Style (16th Edition):

Moore, Colton. “Effect of Ground Glass Composition on the Compressive Strength, Replacement Level, Hardened Air-Void System, and Microstructure of Portland Cement Mortars.” 2019. Masters Thesis, University of Minnesota. Accessed May 10, 2021. http://hdl.handle.net/11299/208945.

MLA Handbook (7th Edition):

Moore, Colton. “Effect of Ground Glass Composition on the Compressive Strength, Replacement Level, Hardened Air-Void System, and Microstructure of Portland Cement Mortars.” 2019. Web. 10 May 2021.

Vancouver:

Moore C. Effect of Ground Glass Composition on the Compressive Strength, Replacement Level, Hardened Air-Void System, and Microstructure of Portland Cement Mortars. [Internet] [Masters thesis]. University of Minnesota; 2019. [cited 2021 May 10]. Available from: http://hdl.handle.net/11299/208945.

Council of Science Editors:

Moore C. Effect of Ground Glass Composition on the Compressive Strength, Replacement Level, Hardened Air-Void System, and Microstructure of Portland Cement Mortars. [Masters Thesis]. University of Minnesota; 2019. Available from: http://hdl.handle.net/11299/208945


Vanderbilt University

8. Arnold, Joshua Robert. Reducing uncertainty in the characterization and modeling of reactive transport processes in blended cement mortar.

Degree: PhD, Environmental Engineering, 2014, Vanderbilt University

 Cements blended with industrial byproducts are ubiquitous construction materials widely used in waste management. The use of blended cements as barriers for nuclear waste management… (more)

Subjects/Keywords: supplementary cementitious materials; blended cement; SEM; Nernst-Planck; diffusion; reactive transport

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APA (6th Edition):

Arnold, J. R. (2014). Reducing uncertainty in the characterization and modeling of reactive transport processes in blended cement mortar. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://hdl.handle.net/1803/12049

Chicago Manual of Style (16th Edition):

Arnold, Joshua Robert. “Reducing uncertainty in the characterization and modeling of reactive transport processes in blended cement mortar.” 2014. Doctoral Dissertation, Vanderbilt University. Accessed May 10, 2021. http://hdl.handle.net/1803/12049.

MLA Handbook (7th Edition):

Arnold, Joshua Robert. “Reducing uncertainty in the characterization and modeling of reactive transport processes in blended cement mortar.” 2014. Web. 10 May 2021.

Vancouver:

Arnold JR. Reducing uncertainty in the characterization and modeling of reactive transport processes in blended cement mortar. [Internet] [Doctoral dissertation]. Vanderbilt University; 2014. [cited 2021 May 10]. Available from: http://hdl.handle.net/1803/12049.

Council of Science Editors:

Arnold JR. Reducing uncertainty in the characterization and modeling of reactive transport processes in blended cement mortar. [Doctoral Dissertation]. Vanderbilt University; 2014. Available from: http://hdl.handle.net/1803/12049


University of New South Wales

9. Masoumi, Saeed. Towards engineering the epoxy and cementitious materials at the nanoscale.

Degree: Civil & Environmental Engineering, 2017, University of New South Wales

 The building block of our contemporary society is built upon civil infrastructures. The materials used to construct such infrastructure are adopted based on not only… (more)

Subjects/Keywords: epoxy; Potential of mean force; cementitious materials; molecular dynamics

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APA (6th Edition):

Masoumi, S. (2017). Towards engineering the epoxy and cementitious materials at the nanoscale. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59723 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49450/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Masoumi, Saeed. “Towards engineering the epoxy and cementitious materials at the nanoscale.” 2017. Doctoral Dissertation, University of New South Wales. Accessed May 10, 2021. http://handle.unsw.edu.au/1959.4/59723 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49450/SOURCE02?view=true.

MLA Handbook (7th Edition):

Masoumi, Saeed. “Towards engineering the epoxy and cementitious materials at the nanoscale.” 2017. Web. 10 May 2021.

Vancouver:

Masoumi S. Towards engineering the epoxy and cementitious materials at the nanoscale. [Internet] [Doctoral dissertation]. University of New South Wales; 2017. [cited 2021 May 10]. Available from: http://handle.unsw.edu.au/1959.4/59723 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49450/SOURCE02?view=true.

Council of Science Editors:

Masoumi S. Towards engineering the epoxy and cementitious materials at the nanoscale. [Doctoral Dissertation]. University of New South Wales; 2017. Available from: http://handle.unsw.edu.au/1959.4/59723 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49450/SOURCE02?view=true


University of Miami

10. Kamali, Mahsa. Towards Bio-Inspired Cementitious Materials: The Effect of Organic Polymeric Materials on the Nanostructure and Nanomechanical Properties of Calcium-Silicate-Hydrate.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2017, University of Miami

 This study aims to obtain a fundamental understanding of the effect of polymeric materials with distinct functional groups on the nanostructure and nanomechanical response of… (more)

Subjects/Keywords: Bio-Inspired Materials; Cementitious Materials; Nanocomposites; Calcium-Silicate-Hydrate; Nanostructural Modifications; Nanomechanical Properties

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APA (6th Edition):

Kamali, M. (2017). Towards Bio-Inspired Cementitious Materials: The Effect of Organic Polymeric Materials on the Nanostructure and Nanomechanical Properties of Calcium-Silicate-Hydrate. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1953

Chicago Manual of Style (16th Edition):

Kamali, Mahsa. “Towards Bio-Inspired Cementitious Materials: The Effect of Organic Polymeric Materials on the Nanostructure and Nanomechanical Properties of Calcium-Silicate-Hydrate.” 2017. Doctoral Dissertation, University of Miami. Accessed May 10, 2021. https://scholarlyrepository.miami.edu/oa_dissertations/1953.

MLA Handbook (7th Edition):

Kamali, Mahsa. “Towards Bio-Inspired Cementitious Materials: The Effect of Organic Polymeric Materials on the Nanostructure and Nanomechanical Properties of Calcium-Silicate-Hydrate.” 2017. Web. 10 May 2021.

Vancouver:

Kamali M. Towards Bio-Inspired Cementitious Materials: The Effect of Organic Polymeric Materials on the Nanostructure and Nanomechanical Properties of Calcium-Silicate-Hydrate. [Internet] [Doctoral dissertation]. University of Miami; 2017. [cited 2021 May 10]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1953.

Council of Science Editors:

Kamali M. Towards Bio-Inspired Cementitious Materials: The Effect of Organic Polymeric Materials on the Nanostructure and Nanomechanical Properties of Calcium-Silicate-Hydrate. [Doctoral Dissertation]. University of Miami; 2017. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1953


Virginia Tech

11. Painter, Timothy Trevor. Polymer and Concrete Composites in Industrial and Infrastructure Applications.

Degree: MS, Civil Engineering, 2021, Virginia Tech

 Composite materials have a wide range of applications in civil and structural engineering due to their advantages in mechanical properties and higher strengths over the… (more)

Subjects/Keywords: polymer concrete; rapid repair materials; mechanical properties; composites; 3D printed polymer; bioinspired nacreous materials; cementitious materials; energy absorption

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APA (6th Edition):

Painter, T. T. (2021). Polymer and Concrete Composites in Industrial and Infrastructure Applications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/102028

Chicago Manual of Style (16th Edition):

Painter, Timothy Trevor. “Polymer and Concrete Composites in Industrial and Infrastructure Applications.” 2021. Masters Thesis, Virginia Tech. Accessed May 10, 2021. http://hdl.handle.net/10919/102028.

MLA Handbook (7th Edition):

Painter, Timothy Trevor. “Polymer and Concrete Composites in Industrial and Infrastructure Applications.” 2021. Web. 10 May 2021.

Vancouver:

Painter TT. Polymer and Concrete Composites in Industrial and Infrastructure Applications. [Internet] [Masters thesis]. Virginia Tech; 2021. [cited 2021 May 10]. Available from: http://hdl.handle.net/10919/102028.

Council of Science Editors:

Painter TT. Polymer and Concrete Composites in Industrial and Infrastructure Applications. [Masters Thesis]. Virginia Tech; 2021. Available from: http://hdl.handle.net/10919/102028


University of Louisville

12. Ramezani, Mahyar. Design and predicting performance of carbon nanotube reinforced cementitious materials : mechanical properties and dipersion characteristics.

Degree: PhD, 2019, University of Louisville

  Recently, Carbon Nanotubes (CNTs) are drawing considerable attention of researchers for reinforcing cementitious materials due to their excellent mechanical properties and high aspect ratio… (more)

Subjects/Keywords: Carbon nanotubes; cementitious materials; mechanical properties; durability; dispersion; probabilistic model; Civil Engineering; Structural Engineering

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APA (6th Edition):

Ramezani, M. (2019). Design and predicting performance of carbon nanotube reinforced cementitious materials : mechanical properties and dipersion characteristics. (Doctoral Dissertation). University of Louisville. Retrieved from 10.18297/etd/3255 ; https://ir.library.louisville.edu/etd/3255

Chicago Manual of Style (16th Edition):

Ramezani, Mahyar. “Design and predicting performance of carbon nanotube reinforced cementitious materials : mechanical properties and dipersion characteristics.” 2019. Doctoral Dissertation, University of Louisville. Accessed May 10, 2021. 10.18297/etd/3255 ; https://ir.library.louisville.edu/etd/3255.

MLA Handbook (7th Edition):

Ramezani, Mahyar. “Design and predicting performance of carbon nanotube reinforced cementitious materials : mechanical properties and dipersion characteristics.” 2019. Web. 10 May 2021.

Vancouver:

Ramezani M. Design and predicting performance of carbon nanotube reinforced cementitious materials : mechanical properties and dipersion characteristics. [Internet] [Doctoral dissertation]. University of Louisville; 2019. [cited 2021 May 10]. Available from: 10.18297/etd/3255 ; https://ir.library.louisville.edu/etd/3255.

Council of Science Editors:

Ramezani M. Design and predicting performance of carbon nanotube reinforced cementitious materials : mechanical properties and dipersion characteristics. [Doctoral Dissertation]. University of Louisville; 2019. Available from: 10.18297/etd/3255 ; https://ir.library.louisville.edu/etd/3255


Vanderbilt University

13. Brown, Lesa Renee. Effect of Carbon Nanofiber Clustering on the Chemo-mechanical Behavior of Cement Pastes.

Degree: PhD, Civil Engineering, 2016, Vanderbilt University

 The degradation of cementitious materials typically begins on the nanoscale and progressively worsens to the macroscale, therefore, carbon nanofibers (CNFs) are excellent candidates for reinforcement… (more)

Subjects/Keywords: cementitious materials; carbon nanofiber dispersion; degradation; grid nanoindentation; micromechanical properties; micro-macro homogenization model

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APA (6th Edition):

Brown, L. R. (2016). Effect of Carbon Nanofiber Clustering on the Chemo-mechanical Behavior of Cement Pastes. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://hdl.handle.net/1803/13817

Chicago Manual of Style (16th Edition):

Brown, Lesa Renee. “Effect of Carbon Nanofiber Clustering on the Chemo-mechanical Behavior of Cement Pastes.” 2016. Doctoral Dissertation, Vanderbilt University. Accessed May 10, 2021. http://hdl.handle.net/1803/13817.

MLA Handbook (7th Edition):

Brown, Lesa Renee. “Effect of Carbon Nanofiber Clustering on the Chemo-mechanical Behavior of Cement Pastes.” 2016. Web. 10 May 2021.

Vancouver:

Brown LR. Effect of Carbon Nanofiber Clustering on the Chemo-mechanical Behavior of Cement Pastes. [Internet] [Doctoral dissertation]. Vanderbilt University; 2016. [cited 2021 May 10]. Available from: http://hdl.handle.net/1803/13817.

Council of Science Editors:

Brown LR. Effect of Carbon Nanofiber Clustering on the Chemo-mechanical Behavior of Cement Pastes. [Doctoral Dissertation]. Vanderbilt University; 2016. Available from: http://hdl.handle.net/1803/13817


Anna University

14. Kathirvel P. Performance of quaternary cement concrete with fly ash rice husk ash and limestone powder.

Degree: Civil Engineering, 2013, Anna University

Blending of a large amount of waste materials such as Fly ash, Silica fume, Rice Husk Ash (RHA), Limestone Powder (LP) etc. is being done… (more)

Subjects/Keywords: Supplementary Cementitious Materials; Blended Cement; Rice Husk Ash; Limestone Powder; Civil Engineering

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APA (6th Edition):

P, K. (2013). Performance of quaternary cement concrete with fly ash rice husk ash and limestone powder. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10089

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):

P, Kathirvel. “Performance of quaternary cement concrete with fly ash rice husk ash and limestone powder.” 2013. Thesis, Anna University. Accessed May 10, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/10089.

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

MLA Handbook (7th Edition):

P, Kathirvel. “Performance of quaternary cement concrete with fly ash rice husk ash and limestone powder.” 2013. Web. 10 May 2021.

Vancouver:

P K. Performance of quaternary cement concrete with fly ash rice husk ash and limestone powder. [Internet] [Thesis]. Anna University; 2013. [cited 2021 May 10]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10089.

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

Council of Science Editors:

P K. Performance of quaternary cement concrete with fly ash rice husk ash and limestone powder. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10089

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


University of California – Irvine

15. Li, Xiaopeng. Multifunctional Cementitious Materials with Damage Tolerance and Self-Sensing Capacity for the Protection of Critical Infrastructure.

Degree: Civil Engineering, 2018, University of California – Irvine

 Early detection of damage in concrete infrastructure is critical to prolonging structural service life through timely maintenance, ensuring safety and preventing failure. Current management practices… (more)

Subjects/Keywords: Civil engineering; damage tolerance; electrical impedance tomography; multifunctional cementitious materials; self-sensing; strain-hardening

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APA (6th Edition):

Li, X. (2018). Multifunctional Cementitious Materials with Damage Tolerance and Self-Sensing Capacity for the Protection of Critical Infrastructure. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/0dd2v2dn

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):

Li, Xiaopeng. “Multifunctional Cementitious Materials with Damage Tolerance and Self-Sensing Capacity for the Protection of Critical Infrastructure.” 2018. Thesis, University of California – Irvine. Accessed May 10, 2021. http://www.escholarship.org/uc/item/0dd2v2dn.

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

MLA Handbook (7th Edition):

Li, Xiaopeng. “Multifunctional Cementitious Materials with Damage Tolerance and Self-Sensing Capacity for the Protection of Critical Infrastructure.” 2018. Web. 10 May 2021.

Vancouver:

Li X. Multifunctional Cementitious Materials with Damage Tolerance and Self-Sensing Capacity for the Protection of Critical Infrastructure. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2021 May 10]. Available from: http://www.escholarship.org/uc/item/0dd2v2dn.

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

Council of Science Editors:

Li X. Multifunctional Cementitious Materials with Damage Tolerance and Self-Sensing Capacity for the Protection of Critical Infrastructure. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/0dd2v2dn

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

16. Soleilhet, François. Etudes expérimentales et numériques des matériaux cimentaires sous sollicitations hydro-mécaniques : Experimental and numerical investigations of cementitious materials under hydro-mechanical loadings.

Degree: Docteur es, Génie civil, 2018, Université Paris-Saclay (ComUE)

 Les matériaux cimentaires sont les plus utilisés dans les ouvrages du génie civil. Que ce soit dans les domaines de l'habitation, des transports ou bien… (more)

Subjects/Keywords: Effets de la dessiccation; Matériaux cimentaires; Expérimentale; Numérique; Drying effects; Cementitious materials; Experimental; Numeric

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APA (6th Edition):

Soleilhet, F. (2018). Etudes expérimentales et numériques des matériaux cimentaires sous sollicitations hydro-mécaniques : Experimental and numerical investigations of cementitious materials under hydro-mechanical loadings. (Doctoral Dissertation). Université Paris-Saclay (ComUE). Retrieved from http://www.theses.fr/2018SACLN013

Chicago Manual of Style (16th Edition):

Soleilhet, François. “Etudes expérimentales et numériques des matériaux cimentaires sous sollicitations hydro-mécaniques : Experimental and numerical investigations of cementitious materials under hydro-mechanical loadings.” 2018. Doctoral Dissertation, Université Paris-Saclay (ComUE). Accessed May 10, 2021. http://www.theses.fr/2018SACLN013.

MLA Handbook (7th Edition):

Soleilhet, François. “Etudes expérimentales et numériques des matériaux cimentaires sous sollicitations hydro-mécaniques : Experimental and numerical investigations of cementitious materials under hydro-mechanical loadings.” 2018. Web. 10 May 2021.

Vancouver:

Soleilhet F. Etudes expérimentales et numériques des matériaux cimentaires sous sollicitations hydro-mécaniques : Experimental and numerical investigations of cementitious materials under hydro-mechanical loadings. [Internet] [Doctoral dissertation]. Université Paris-Saclay (ComUE); 2018. [cited 2021 May 10]. Available from: http://www.theses.fr/2018SACLN013.

Council of Science Editors:

Soleilhet F. Etudes expérimentales et numériques des matériaux cimentaires sous sollicitations hydro-mécaniques : Experimental and numerical investigations of cementitious materials under hydro-mechanical loadings. [Doctoral Dissertation]. Université Paris-Saclay (ComUE); 2018. Available from: http://www.theses.fr/2018SACLN013

17. Bessaies-Bey, Hela. Polymères et propriétés rhéologiques d'une pâte de ciment : une approche physique générique : Polymers and rheological properties of a cement paste : a generic physical approach.

Degree: Docteur es, Génie Civil, 2015, Université Paris-Est

 Pour ajuster la rhéologie des matériaux cimentaires et modifier leurs principales propriétés d'écoulement, l'utilisation des polymères organiques est nécessaire. L'objectif de cette thèse est de… (more)

Subjects/Keywords: Matériaux cimentaires; Polymères; Rhéologie; Compétition d'adsorption; Cementitious materials; Polymers; Rheology; Competitive adsorption

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APA (6th Edition):

Bessaies-Bey, H. (2015). Polymères et propriétés rhéologiques d'une pâte de ciment : une approche physique générique : Polymers and rheological properties of a cement paste : a generic physical approach. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2015PEST1042

Chicago Manual of Style (16th Edition):

Bessaies-Bey, Hela. “Polymères et propriétés rhéologiques d'une pâte de ciment : une approche physique générique : Polymers and rheological properties of a cement paste : a generic physical approach.” 2015. Doctoral Dissertation, Université Paris-Est. Accessed May 10, 2021. http://www.theses.fr/2015PEST1042.

MLA Handbook (7th Edition):

Bessaies-Bey, Hela. “Polymères et propriétés rhéologiques d'une pâte de ciment : une approche physique générique : Polymers and rheological properties of a cement paste : a generic physical approach.” 2015. Web. 10 May 2021.

Vancouver:

Bessaies-Bey H. Polymères et propriétés rhéologiques d'une pâte de ciment : une approche physique générique : Polymers and rheological properties of a cement paste : a generic physical approach. [Internet] [Doctoral dissertation]. Université Paris-Est; 2015. [cited 2021 May 10]. Available from: http://www.theses.fr/2015PEST1042.

Council of Science Editors:

Bessaies-Bey H. Polymères et propriétés rhéologiques d'une pâte de ciment : une approche physique générique : Polymers and rheological properties of a cement paste : a generic physical approach. [Doctoral Dissertation]. Université Paris-Est; 2015. Available from: http://www.theses.fr/2015PEST1042


University of Manitoba

18. Amin, Mahmud. Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions.

Degree: Civil Engineering, 2016, University of Manitoba

 Acid attacks on concrete impart unique set of damage mechanisms and manifestations compared to other durability issues of concrete. Up to date, there are still… (more)

Subjects/Keywords: Durability of concrete; Acid attack; Sulfuric acid; Ammonium sulphate; Supplementary cementitious materials

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APA (6th Edition):

Amin, M. (2016). Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32242

Chicago Manual of Style (16th Edition):

Amin, Mahmud. “Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions.” 2016. Masters Thesis, University of Manitoba. Accessed May 10, 2021. http://hdl.handle.net/1993/32242.

MLA Handbook (7th Edition):

Amin, Mahmud. “Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions.” 2016. Web. 10 May 2021.

Vancouver:

Amin M. Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2021 May 10]. Available from: http://hdl.handle.net/1993/32242.

Council of Science Editors:

Amin M. Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32242


Florida International University

19. Jha, Kaushal K. An Energy Based Nanomechanical Properties Evaluation Method for Cementitious Materials.

Degree: PhD, Civil Engineering, 2012, Florida International University

  Advances in multiscale material modeling of structural concrete have created an upsurge of interest in the accurate evaluation of mechanical properties and volume fractions… (more)

Subjects/Keywords: Cementitious materials; Finite element method; Mechanical Properties; Nanoindentation; Work-of-indentation approach

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APA (6th Edition):

Jha, K. K. (2012). An Energy Based Nanomechanical Properties Evaluation Method for Cementitious Materials. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/711 ; 10.25148/etd.FI12080804 ; FI12080804

Chicago Manual of Style (16th Edition):

Jha, Kaushal K. “An Energy Based Nanomechanical Properties Evaluation Method for Cementitious Materials.” 2012. Doctoral Dissertation, Florida International University. Accessed May 10, 2021. https://digitalcommons.fiu.edu/etd/711 ; 10.25148/etd.FI12080804 ; FI12080804.

MLA Handbook (7th Edition):

Jha, Kaushal K. “An Energy Based Nanomechanical Properties Evaluation Method for Cementitious Materials.” 2012. Web. 10 May 2021.

Vancouver:

Jha KK. An Energy Based Nanomechanical Properties Evaluation Method for Cementitious Materials. [Internet] [Doctoral dissertation]. Florida International University; 2012. [cited 2021 May 10]. Available from: https://digitalcommons.fiu.edu/etd/711 ; 10.25148/etd.FI12080804 ; FI12080804.

Council of Science Editors:

Jha KK. An Energy Based Nanomechanical Properties Evaluation Method for Cementitious Materials. [Doctoral Dissertation]. Florida International University; 2012. Available from: https://digitalcommons.fiu.edu/etd/711 ; 10.25148/etd.FI12080804 ; FI12080804


Georgia Tech

20. Shearer, Christopher R. The productive reuse of coal, biomass and co-fired fly ash.

Degree: PhD, Civil and Environmental Engineering, 2014, Georgia Tech

 Stricter greenhouse gas emission limits and renewable energy requirements are expected to further increase the worldwide practices of firing biomass and co-firing biomass with coal,… (more)

Subjects/Keywords: Biomass; Fly ash; Supplementary cementitious material; Pozzolan; Sustainability; Cement; Concrete; Materials characterization; Alkali-activation; Geopolymer

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APA (6th Edition):

Shearer, C. R. (2014). The productive reuse of coal, biomass and co-fired fly ash. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/52298

Chicago Manual of Style (16th Edition):

Shearer, Christopher R. “The productive reuse of coal, biomass and co-fired fly ash.” 2014. Doctoral Dissertation, Georgia Tech. Accessed May 10, 2021. http://hdl.handle.net/1853/52298.

MLA Handbook (7th Edition):

Shearer, Christopher R. “The productive reuse of coal, biomass and co-fired fly ash.” 2014. Web. 10 May 2021.

Vancouver:

Shearer CR. The productive reuse of coal, biomass and co-fired fly ash. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2021 May 10]. Available from: http://hdl.handle.net/1853/52298.

Council of Science Editors:

Shearer CR. The productive reuse of coal, biomass and co-fired fly ash. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/52298


University of Texas – Austin

21. Burris, Lisa Elanna. Increasing the reactivity of natural zeolites used as supplementary cementitious materials.

Degree: PhD, Civil Engineering, 2014, University of Texas – Austin

 This work examined the effects of thermal and chemical treatments on zeolite reactivity and determined the zeolite properties governing the development of compressive strengths and… (more)

Subjects/Keywords: Natural zeolite; Clinoptilolite; Reactivity; Supplementary cementitious materials; Concrete; Calcination; Acid; Milling; Cation exchange

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APA (6th Edition):

Burris, L. E. (2014). Increasing the reactivity of natural zeolites used as supplementary cementitious materials. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/25935

Chicago Manual of Style (16th Edition):

Burris, Lisa Elanna. “Increasing the reactivity of natural zeolites used as supplementary cementitious materials.” 2014. Doctoral Dissertation, University of Texas – Austin. Accessed May 10, 2021. http://hdl.handle.net/2152/25935.

MLA Handbook (7th Edition):

Burris, Lisa Elanna. “Increasing the reactivity of natural zeolites used as supplementary cementitious materials.” 2014. Web. 10 May 2021.

Vancouver:

Burris LE. Increasing the reactivity of natural zeolites used as supplementary cementitious materials. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2014. [cited 2021 May 10]. Available from: http://hdl.handle.net/2152/25935.

Council of Science Editors:

Burris LE. Increasing the reactivity of natural zeolites used as supplementary cementitious materials. [Doctoral Dissertation]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/25935


Georgia Tech

22. Smith, Scott Howard. Toward the Service-Life Design of Cementitious Materials In Freeze-Thaw Environments: Novel Models, Specifications, and Evaluation Methods.

Degree: PhD, Civil and Environmental Engineering, 2019, Georgia Tech

 In order to design the service-life of cementitious materials in freeze-thaw environments, advancements in the engineering sciences, analytics, on-site evaluations techniques, and durability specifications must… (more)

Subjects/Keywords: Service-life; cementitious materials; fluid and gas transport; freezing; design specifications; material design

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APA (6th Edition):

Smith, S. H. (2019). Toward the Service-Life Design of Cementitious Materials In Freeze-Thaw Environments: Novel Models, Specifications, and Evaluation Methods. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/64036

Chicago Manual of Style (16th Edition):

Smith, Scott Howard. “Toward the Service-Life Design of Cementitious Materials In Freeze-Thaw Environments: Novel Models, Specifications, and Evaluation Methods.” 2019. Doctoral Dissertation, Georgia Tech. Accessed May 10, 2021. http://hdl.handle.net/1853/64036.

MLA Handbook (7th Edition):

Smith, Scott Howard. “Toward the Service-Life Design of Cementitious Materials In Freeze-Thaw Environments: Novel Models, Specifications, and Evaluation Methods.” 2019. Web. 10 May 2021.

Vancouver:

Smith SH. Toward the Service-Life Design of Cementitious Materials In Freeze-Thaw Environments: Novel Models, Specifications, and Evaluation Methods. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2021 May 10]. Available from: http://hdl.handle.net/1853/64036.

Council of Science Editors:

Smith SH. Toward the Service-Life Design of Cementitious Materials In Freeze-Thaw Environments: Novel Models, Specifications, and Evaluation Methods. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/64036


Georgia Tech

23. Jin, Qingxu. Fundamental Understanding of NOx Sequestration Capacity And Pathways in Nano-TiO2 Engineered Cementitious Materials.

Degree: PhD, Civil and Environmental Engineering, 2019, Georgia Tech

 The ubiquity of concrete in the urban environment and the upscaling of nanomaterial production have prompted interest in the incorporation of titania (TiO2) nanoparticles into… (more)

Subjects/Keywords: NOx sequestration; TiO2-modified cementitious materials; Ordinary portland cement (OPC); calcium aluminate cement (CAC); microstructure

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APA (6th Edition):

Jin, Q. (2019). Fundamental Understanding of NOx Sequestration Capacity And Pathways in Nano-TiO2 Engineered Cementitious Materials. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/64041

Chicago Manual of Style (16th Edition):

Jin, Qingxu. “Fundamental Understanding of NOx Sequestration Capacity And Pathways in Nano-TiO2 Engineered Cementitious Materials.” 2019. Doctoral Dissertation, Georgia Tech. Accessed May 10, 2021. http://hdl.handle.net/1853/64041.

MLA Handbook (7th Edition):

Jin, Qingxu. “Fundamental Understanding of NOx Sequestration Capacity And Pathways in Nano-TiO2 Engineered Cementitious Materials.” 2019. Web. 10 May 2021.

Vancouver:

Jin Q. Fundamental Understanding of NOx Sequestration Capacity And Pathways in Nano-TiO2 Engineered Cementitious Materials. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2021 May 10]. Available from: http://hdl.handle.net/1853/64041.

Council of Science Editors:

Jin Q. Fundamental Understanding of NOx Sequestration Capacity And Pathways in Nano-TiO2 Engineered Cementitious Materials. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/64041


INP Toulouse

24. Voegel, Célestine. Impact BIochimique des effluents agricoles et agroindustriels sur les structures/ouvrages en BEtOn dans la filière de valorisation par Méthanisation (ou codigestion anaérobie) : Biochemical impact of agricultural and agro-industrial effluents on concrete structures in anaerobic digestion field.

Degree: Docteur es, Genie civil, 2017, INP Toulouse

La digestion anaérobie est une succession d’étapes de dégradation de la matière organique, par l’intermédiaire de microorganismes, opérée industriellement dans des digesteurs en béton. Des… (more)

Subjects/Keywords: Matériaux cimentaire; Biodétérioration; Attaque acide; Digesteur anaérobie; Cementitious materials; Biodeterioration; Acid attack; Anaerobic digester

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APA (6th Edition):

Voegel, C. (2017). Impact BIochimique des effluents agricoles et agroindustriels sur les structures/ouvrages en BEtOn dans la filière de valorisation par Méthanisation (ou codigestion anaérobie) : Biochemical impact of agricultural and agro-industrial effluents on concrete structures in anaerobic digestion field. (Doctoral Dissertation). INP Toulouse. Retrieved from http://www.theses.fr/2017INPT0044

Chicago Manual of Style (16th Edition):

Voegel, Célestine. “Impact BIochimique des effluents agricoles et agroindustriels sur les structures/ouvrages en BEtOn dans la filière de valorisation par Méthanisation (ou codigestion anaérobie) : Biochemical impact of agricultural and agro-industrial effluents on concrete structures in anaerobic digestion field.” 2017. Doctoral Dissertation, INP Toulouse. Accessed May 10, 2021. http://www.theses.fr/2017INPT0044.

MLA Handbook (7th Edition):

Voegel, Célestine. “Impact BIochimique des effluents agricoles et agroindustriels sur les structures/ouvrages en BEtOn dans la filière de valorisation par Méthanisation (ou codigestion anaérobie) : Biochemical impact of agricultural and agro-industrial effluents on concrete structures in anaerobic digestion field.” 2017. Web. 10 May 2021.

Vancouver:

Voegel C. Impact BIochimique des effluents agricoles et agroindustriels sur les structures/ouvrages en BEtOn dans la filière de valorisation par Méthanisation (ou codigestion anaérobie) : Biochemical impact of agricultural and agro-industrial effluents on concrete structures in anaerobic digestion field. [Internet] [Doctoral dissertation]. INP Toulouse; 2017. [cited 2021 May 10]. Available from: http://www.theses.fr/2017INPT0044.

Council of Science Editors:

Voegel C. Impact BIochimique des effluents agricoles et agroindustriels sur les structures/ouvrages en BEtOn dans la filière de valorisation par Méthanisation (ou codigestion anaérobie) : Biochemical impact of agricultural and agro-industrial effluents on concrete structures in anaerobic digestion field. [Doctoral Dissertation]. INP Toulouse; 2017. Available from: http://www.theses.fr/2017INPT0044

25. Pei, Yan. Effets du chauffage sur les matériaux cimentaires - impact du « self-healing » sur les propriétés de transfert : Effects of heat-treatment on cementitious materials-impact of self-healing on transfer properties.

Degree: Docteur es, Génie Civil, 2016, Ecole centrale de Lille

Ce travail expérimental a porté sur la dégradation de deux matériaux cimentaires, un mortier (pour la grande majorité des essais) et un béton, suite à… (more)

Subjects/Keywords: Matériaux cimentaires; Propriétés de Transfert; Température; Réhydratation; Cementitious materials; Transport properties; Temperature; Rehydration

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APA (6th Edition):

Pei, Y. (2016). Effets du chauffage sur les matériaux cimentaires - impact du « self-healing » sur les propriétés de transfert : Effects of heat-treatment on cementitious materials-impact of self-healing on transfer properties. (Doctoral Dissertation). Ecole centrale de Lille. Retrieved from http://www.theses.fr/2016ECLI0016

Chicago Manual of Style (16th Edition):

Pei, Yan. “Effets du chauffage sur les matériaux cimentaires - impact du « self-healing » sur les propriétés de transfert : Effects of heat-treatment on cementitious materials-impact of self-healing on transfer properties.” 2016. Doctoral Dissertation, Ecole centrale de Lille. Accessed May 10, 2021. http://www.theses.fr/2016ECLI0016.

MLA Handbook (7th Edition):

Pei, Yan. “Effets du chauffage sur les matériaux cimentaires - impact du « self-healing » sur les propriétés de transfert : Effects of heat-treatment on cementitious materials-impact of self-healing on transfer properties.” 2016. Web. 10 May 2021.

Vancouver:

Pei Y. Effets du chauffage sur les matériaux cimentaires - impact du « self-healing » sur les propriétés de transfert : Effects of heat-treatment on cementitious materials-impact of self-healing on transfer properties. [Internet] [Doctoral dissertation]. Ecole centrale de Lille; 2016. [cited 2021 May 10]. Available from: http://www.theses.fr/2016ECLI0016.

Council of Science Editors:

Pei Y. Effets du chauffage sur les matériaux cimentaires - impact du « self-healing » sur les propriétés de transfert : Effects of heat-treatment on cementitious materials-impact of self-healing on transfer properties. [Doctoral Dissertation]. Ecole centrale de Lille; 2016. Available from: http://www.theses.fr/2016ECLI0016


Delft University of Technology

26. Shalom, I. (author). Application of Advanced Cementitious Materials in Infrastructure.

Degree: 2016, Delft University of Technology

 Advanced Cementitious Materials (ACM’s) are products with materials found in conventional concrete (cement, silica fume, sand, superplasticizer, and water) plus distinctive materials like fibers (steel,… (more)

Subjects/Keywords: Advanced Cementitious Materials; Ultra high performance material (UHPC); Strain hardening Cementitious concrete (SHCC); Fiber Reinforced Concrete (FRC); Concrete truss; hybrid superstructure; Topological optimization

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APA (6th Edition):

Shalom, I. (. (2016). Application of Advanced Cementitious Materials in Infrastructure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf

Chicago Manual of Style (16th Edition):

Shalom, I (author). “Application of Advanced Cementitious Materials in Infrastructure.” 2016. Masters Thesis, Delft University of Technology. Accessed May 10, 2021. http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf.

MLA Handbook (7th Edition):

Shalom, I (author). “Application of Advanced Cementitious Materials in Infrastructure.” 2016. Web. 10 May 2021.

Vancouver:

Shalom I(. Application of Advanced Cementitious Materials in Infrastructure. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2021 May 10]. Available from: http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf.

Council of Science Editors:

Shalom I(. Application of Advanced Cementitious Materials in Infrastructure. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf


University of Lund

27. Saeidpour, Mahsa. Experimental studies of sorption and transport of moisture in cement based materials with supplementary cementitious materials.

Degree: 2015, University of Lund

 Most deterioration processes in cement based materials are closely related to moisture sorption and moisture transport properties. Therefore, it is important to study these properties,… (more)

Subjects/Keywords: Materials Engineering; Cement; Concrete; Moisture transport; Hysteresis; Supplementary cementitious materials; Water vapor sorption; Sorption isotherms; Anomalous sorption

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APA (6th Edition):

Saeidpour, M. (2015). Experimental studies of sorption and transport of moisture in cement based materials with supplementary cementitious materials. (Doctoral Dissertation). University of Lund. Retrieved from https://lup.lub.lu.se/record/7791514 ; https://portal.research.lu.se/ws/files/4026457/7793782.pdf

Chicago Manual of Style (16th Edition):

Saeidpour, Mahsa. “Experimental studies of sorption and transport of moisture in cement based materials with supplementary cementitious materials.” 2015. Doctoral Dissertation, University of Lund. Accessed May 10, 2021. https://lup.lub.lu.se/record/7791514 ; https://portal.research.lu.se/ws/files/4026457/7793782.pdf.

MLA Handbook (7th Edition):

Saeidpour, Mahsa. “Experimental studies of sorption and transport of moisture in cement based materials with supplementary cementitious materials.” 2015. Web. 10 May 2021.

Vancouver:

Saeidpour M. Experimental studies of sorption and transport of moisture in cement based materials with supplementary cementitious materials. [Internet] [Doctoral dissertation]. University of Lund; 2015. [cited 2021 May 10]. Available from: https://lup.lub.lu.se/record/7791514 ; https://portal.research.lu.se/ws/files/4026457/7793782.pdf.

Council of Science Editors:

Saeidpour M. Experimental studies of sorption and transport of moisture in cement based materials with supplementary cementitious materials. [Doctoral Dissertation]. University of Lund; 2015. Available from: https://lup.lub.lu.se/record/7791514 ; https://portal.research.lu.se/ws/files/4026457/7793782.pdf


University of Minnesota

28. Dailey, Jay E. Enhanced performance criteria for acceptance of rigid pavement patching materials used in cold climate regions.

Degree: MS, Civil Engineering, 2013, University of Minnesota

 The primary goal for this study was to develop an enhanced testing regimen for the approval of rapid set cementitious products to be used as… (more)

Subjects/Keywords: Acceptance criteria; Cementitious materials; Cold climate repair; Concrete pavement patching; Partial depth repair; Rapid set materials

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APA (6th Edition):

Dailey, J. E. (2013). Enhanced performance criteria for acceptance of rigid pavement patching materials used in cold climate regions. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/162308

Chicago Manual of Style (16th Edition):

Dailey, Jay E. “Enhanced performance criteria for acceptance of rigid pavement patching materials used in cold climate regions.” 2013. Masters Thesis, University of Minnesota. Accessed May 10, 2021. http://hdl.handle.net/11299/162308.

MLA Handbook (7th Edition):

Dailey, Jay E. “Enhanced performance criteria for acceptance of rigid pavement patching materials used in cold climate regions.” 2013. Web. 10 May 2021.

Vancouver:

Dailey JE. Enhanced performance criteria for acceptance of rigid pavement patching materials used in cold climate regions. [Internet] [Masters thesis]. University of Minnesota; 2013. [cited 2021 May 10]. Available from: http://hdl.handle.net/11299/162308.

Council of Science Editors:

Dailey JE. Enhanced performance criteria for acceptance of rigid pavement patching materials used in cold climate regions. [Masters Thesis]. University of Minnesota; 2013. Available from: http://hdl.handle.net/11299/162308


University of Kansas

29. Poorsolhjouy, Payam. Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 This work presents a constitutive modeling approach for the behavior of granular materials. In the granular micromechanics approach presented here, the material point is assumed… (more)

Subjects/Keywords: Civil engineering; Mechanics; Materials Science; Cementitious Materials; Failure Theory; Granular Micromechanics; Inherent and Induced Anisotropy; Micromorphic; Wave Dispersion

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

APA (6th Edition):

Poorsolhjouy, P. (2016). Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/22534

Chicago Manual of Style (16th Edition):

Poorsolhjouy, Payam. “Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications.” 2016. Doctoral Dissertation, University of Kansas. Accessed May 10, 2021. http://hdl.handle.net/1808/22534.

MLA Handbook (7th Edition):

Poorsolhjouy, Payam. “Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications.” 2016. Web. 10 May 2021.

Vancouver:

Poorsolhjouy P. Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2021 May 10]. Available from: http://hdl.handle.net/1808/22534.

Council of Science Editors:

Poorsolhjouy P. Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/22534

30. Cherif, Rachid. Etude de l’effet de la composition de la solution interstitielle des matériaux cimentaires sur les interactions multi-espèces lors des transferts de chlorures : Study of the effect of pore solutions chemistry of the cementitious materials on the multispecies interactions during chlorides transfer.

Degree: Docteur es, Génie civil, 2018, La Rochelle

La durabilité des ouvrages en béton armé est étroitement liée à la composition des matériaux dont ils sont formés, et plus particulièrement aux propriétés de… (more)

Subjects/Keywords: Matériaux cimentaires; Durabilité; Chlorures; Solution interstitielle; Interactions ioniques; Modélisation; Cementitious materials; Durability; Chlorides; Pore solution; Ionic interactions; Modeling

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

APA (6th Edition):

Cherif, R. (2018). Etude de l’effet de la composition de la solution interstitielle des matériaux cimentaires sur les interactions multi-espèces lors des transferts de chlorures : Study of the effect of pore solutions chemistry of the cementitious materials on the multispecies interactions during chlorides transfer. (Doctoral Dissertation). La Rochelle. Retrieved from http://www.theses.fr/2018LAROS002

Chicago Manual of Style (16th Edition):

Cherif, Rachid. “Etude de l’effet de la composition de la solution interstitielle des matériaux cimentaires sur les interactions multi-espèces lors des transferts de chlorures : Study of the effect of pore solutions chemistry of the cementitious materials on the multispecies interactions during chlorides transfer.” 2018. Doctoral Dissertation, La Rochelle. Accessed May 10, 2021. http://www.theses.fr/2018LAROS002.

MLA Handbook (7th Edition):

Cherif, Rachid. “Etude de l’effet de la composition de la solution interstitielle des matériaux cimentaires sur les interactions multi-espèces lors des transferts de chlorures : Study of the effect of pore solutions chemistry of the cementitious materials on the multispecies interactions during chlorides transfer.” 2018. Web. 10 May 2021.

Vancouver:

Cherif R. Etude de l’effet de la composition de la solution interstitielle des matériaux cimentaires sur les interactions multi-espèces lors des transferts de chlorures : Study of the effect of pore solutions chemistry of the cementitious materials on the multispecies interactions during chlorides transfer. [Internet] [Doctoral dissertation]. La Rochelle; 2018. [cited 2021 May 10]. Available from: http://www.theses.fr/2018LAROS002.

Council of Science Editors:

Cherif R. Etude de l’effet de la composition de la solution interstitielle des matériaux cimentaires sur les interactions multi-espèces lors des transferts de chlorures : Study of the effect of pore solutions chemistry of the cementitious materials on the multispecies interactions during chlorides transfer. [Doctoral Dissertation]. La Rochelle; 2018. Available from: http://www.theses.fr/2018LAROS002

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