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You searched for subject:(concrete slag based concretes cementitious binders chlorides). Showing records 1 – 30 of 33085 total matches.

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Coventry University

1. Lizarazo Marriaga, J. M. R. Transport properties and multi-species modelling of slag based concrete.

Degree: PhD, 2009, Coventry University

 In this work, the chloride transport related properties of slag concrete have been studied. For this, traditional experiments and an innovative computational method were applied… (more)

Subjects/Keywords: 620.1; concrete, slag-based concretes, cementitious binders, chlorides

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

APA (6th Edition):

Lizarazo Marriaga, J. M. R. (2009). Transport properties and multi-species modelling of slag based concrete. (Doctoral Dissertation). Coventry University. Retrieved from http://curve.coventry.ac.uk/open/items/0ecde65d-76ad-1c86-20db-0e5e8b49613c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628881

Chicago Manual of Style (16th Edition):

Lizarazo Marriaga, J M R. “Transport properties and multi-species modelling of slag based concrete.” 2009. Doctoral Dissertation, Coventry University. Accessed September 22, 2019. http://curve.coventry.ac.uk/open/items/0ecde65d-76ad-1c86-20db-0e5e8b49613c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628881.

MLA Handbook (7th Edition):

Lizarazo Marriaga, J M R. “Transport properties and multi-species modelling of slag based concrete.” 2009. Web. 22 Sep 2019.

Vancouver:

Lizarazo Marriaga JMR. Transport properties and multi-species modelling of slag based concrete. [Internet] [Doctoral dissertation]. Coventry University; 2009. [cited 2019 Sep 22]. Available from: http://curve.coventry.ac.uk/open/items/0ecde65d-76ad-1c86-20db-0e5e8b49613c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628881.

Council of Science Editors:

Lizarazo Marriaga JMR. Transport properties and multi-species modelling of slag based concrete. [Doctoral Dissertation]. Coventry University; 2009. Available from: http://curve.coventry.ac.uk/open/items/0ecde65d-76ad-1c86-20db-0e5e8b49613c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628881


Cape Peninsula University of Technology

2. Almuwbber, Omar Mohamed. The effect of different Ordinary Portland cement binders, partially replaced by fly ash and slag, on the properties of self-compacting concrete .

Degree: 2015, Cape Peninsula University of Technology

 Self-compacting concrete (SCC) is a flowable self-consolidating concrete which can fill formwork without any external vibration. A self-compacting concrete mix requires the addition of superplasticiser… (more)

Subjects/Keywords: Self-compacting concrete; Ordinary Portland cement binders; Fly ash and slag

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APA (6th Edition):

Almuwbber, O. M. (2015). The effect of different Ordinary Portland cement binders, partially replaced by fly ash and slag, on the properties of self-compacting concrete . (Thesis). Cape Peninsula University of Technology. Retrieved from http://etd.cput.ac.za/handle/20.500.11838/1040

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):

Almuwbber, Omar Mohamed. “The effect of different Ordinary Portland cement binders, partially replaced by fly ash and slag, on the properties of self-compacting concrete .” 2015. Thesis, Cape Peninsula University of Technology. Accessed September 22, 2019. http://etd.cput.ac.za/handle/20.500.11838/1040.

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

MLA Handbook (7th Edition):

Almuwbber, Omar Mohamed. “The effect of different Ordinary Portland cement binders, partially replaced by fly ash and slag, on the properties of self-compacting concrete .” 2015. Web. 22 Sep 2019.

Vancouver:

Almuwbber OM. The effect of different Ordinary Portland cement binders, partially replaced by fly ash and slag, on the properties of self-compacting concrete . [Internet] [Thesis]. Cape Peninsula University of Technology; 2015. [cited 2019 Sep 22]. Available from: http://etd.cput.ac.za/handle/20.500.11838/1040.

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

Council of Science Editors:

Almuwbber OM. The effect of different Ordinary Portland cement binders, partially replaced by fly ash and slag, on the properties of self-compacting concrete . [Thesis]. Cape Peninsula University of Technology; 2015. Available from: http://etd.cput.ac.za/handle/20.500.11838/1040

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


University of Florida

3. Kankerwal, Robin. Effect of Curing and Supplementary Cementitious Materials on the Compressive Strength of Concrete.

Degree: M.S.B.C., Building Construction, 2013, University of Florida

 Today every construction firm is focused on sustainable construction, minimizing the construction cost and increasing efficiency.  Concrete cost on any project is around 30% of… (more)

Subjects/Keywords: Blast furnaces; Cements; Compressive strength; Concretes; Construction aggregate; Cubes; Fly ash; Hydraulic cements; Slag; Water tables; cementitious

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APA (6th Edition):

Kankerwal, R. (2013). Effect of Curing and Supplementary Cementitious Materials on the Compressive Strength of Concrete. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046350

Chicago Manual of Style (16th Edition):

Kankerwal, Robin. “Effect of Curing and Supplementary Cementitious Materials on the Compressive Strength of Concrete.” 2013. Masters Thesis, University of Florida. Accessed September 22, 2019. http://ufdc.ufl.edu/UFE0046350.

MLA Handbook (7th Edition):

Kankerwal, Robin. “Effect of Curing and Supplementary Cementitious Materials on the Compressive Strength of Concrete.” 2013. Web. 22 Sep 2019.

Vancouver:

Kankerwal R. Effect of Curing and Supplementary Cementitious Materials on the Compressive Strength of Concrete. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 22]. Available from: http://ufdc.ufl.edu/UFE0046350.

Council of Science Editors:

Kankerwal R. Effect of Curing and Supplementary Cementitious Materials on the Compressive Strength of Concrete. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046350


University of Alberta

4. Hong, Luong Th. Properties of concretes and wood composites using a phosphate-based binder.

Degree: MS, Department of Civil and Environmental Engineering, 2013, University of Alberta

 Magnesium potassium phosphate ceramics are from the family of phosphate-based cements which can be used as alternatives to Portland cements. In this study, concretes and… (more)

Subjects/Keywords: MPPC concretes; MPPC wood composites; MPPC binders

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APA (6th Edition):

Hong, L. T. (2013). Properties of concretes and wood composites using a phosphate-based binder. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/7h149r24m

Chicago Manual of Style (16th Edition):

Hong, Luong Th. “Properties of concretes and wood composites using a phosphate-based binder.” 2013. Masters Thesis, University of Alberta. Accessed September 22, 2019. https://era.library.ualberta.ca/files/7h149r24m.

MLA Handbook (7th Edition):

Hong, Luong Th. “Properties of concretes and wood composites using a phosphate-based binder.” 2013. Web. 22 Sep 2019.

Vancouver:

Hong LT. Properties of concretes and wood composites using a phosphate-based binder. [Internet] [Masters thesis]. University of Alberta; 2013. [cited 2019 Sep 22]. Available from: https://era.library.ualberta.ca/files/7h149r24m.

Council of Science Editors:

Hong LT. Properties of concretes and wood composites using a phosphate-based binder. [Masters Thesis]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/7h149r24m


University of Lund

5. Strand, Martin. Experimental Study of De-icing Salt-frost Scaling in Concrete with Low-calcium Fly Ash or Slag : Influence of Drying and Carbonation, and Air Content.

Degree: 2018, University of Lund

 In order to reduce the net climate impact of concrete production, it is necessary for the industry to undertake several actions. Among these is to… (more)

Subjects/Keywords: Samhällsbyggnadsteknik; Betong; Cement; Beständighet; Tösalt-frost avskalning; Tillsatsmaterial; Masugnsslagg; Flygaska; Concrete; Durability; De-icing salt-frost scaling; Cement based materials; Supplementary cementitious materials (SCMs); Ground granulated blast furnace slag; Low-calcium fly ash

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APA (6th Edition):

Strand, M. (2018). Experimental Study of De-icing Salt-frost Scaling in Concrete with Low-calcium Fly Ash or Slag : Influence of Drying and Carbonation, and Air Content. (Doctoral Dissertation). University of Lund. Retrieved from http://lup.lub.lu.se/record/22a6f9c2-01f9-4886-b994-5c604e3e3ac8 ; http://portal.research.lu.se/ws/files/55293276/Dissertation_Martin_S.pdf

Chicago Manual of Style (16th Edition):

Strand, Martin. “Experimental Study of De-icing Salt-frost Scaling in Concrete with Low-calcium Fly Ash or Slag : Influence of Drying and Carbonation, and Air Content.” 2018. Doctoral Dissertation, University of Lund. Accessed September 22, 2019. http://lup.lub.lu.se/record/22a6f9c2-01f9-4886-b994-5c604e3e3ac8 ; http://portal.research.lu.se/ws/files/55293276/Dissertation_Martin_S.pdf.

MLA Handbook (7th Edition):

Strand, Martin. “Experimental Study of De-icing Salt-frost Scaling in Concrete with Low-calcium Fly Ash or Slag : Influence of Drying and Carbonation, and Air Content.” 2018. Web. 22 Sep 2019.

Vancouver:

Strand M. Experimental Study of De-icing Salt-frost Scaling in Concrete with Low-calcium Fly Ash or Slag : Influence of Drying and Carbonation, and Air Content. [Internet] [Doctoral dissertation]. University of Lund; 2018. [cited 2019 Sep 22]. Available from: http://lup.lub.lu.se/record/22a6f9c2-01f9-4886-b994-5c604e3e3ac8 ; http://portal.research.lu.se/ws/files/55293276/Dissertation_Martin_S.pdf.

Council of Science Editors:

Strand M. Experimental Study of De-icing Salt-frost Scaling in Concrete with Low-calcium Fly Ash or Slag : Influence of Drying and Carbonation, and Air Content. [Doctoral Dissertation]. University of Lund; 2018. Available from: http://lup.lub.lu.se/record/22a6f9c2-01f9-4886-b994-5c604e3e3ac8 ; http://portal.research.lu.se/ws/files/55293276/Dissertation_Martin_S.pdf


Coventry University

6. Karami, S. Using by-product industrial materials to replace all cement in construction products.

Degree: PhD, 2008, Coventry University

 At present, cementitious binders are used extensively in the construction industry and principally in concretes. They are also used in some applications like ground improvement.… (more)

Subjects/Keywords: 620.1; construction industry, cement, cementitious binders, by-product materials, gypsum

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APA (6th Edition):

Karami, S. (2008). Using by-product industrial materials to replace all cement in construction products. (Doctoral Dissertation). Coventry University. Retrieved from http://curve.coventry.ac.uk/open/items/4c639f05-0ace-21ff-0618-3f3c423f756c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628869

Chicago Manual of Style (16th Edition):

Karami, S. “Using by-product industrial materials to replace all cement in construction products.” 2008. Doctoral Dissertation, Coventry University. Accessed September 22, 2019. http://curve.coventry.ac.uk/open/items/4c639f05-0ace-21ff-0618-3f3c423f756c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628869.

MLA Handbook (7th Edition):

Karami, S. “Using by-product industrial materials to replace all cement in construction products.” 2008. Web. 22 Sep 2019.

Vancouver:

Karami S. Using by-product industrial materials to replace all cement in construction products. [Internet] [Doctoral dissertation]. Coventry University; 2008. [cited 2019 Sep 22]. Available from: http://curve.coventry.ac.uk/open/items/4c639f05-0ace-21ff-0618-3f3c423f756c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628869.

Council of Science Editors:

Karami S. Using by-product industrial materials to replace all cement in construction products. [Doctoral Dissertation]. Coventry University; 2008. Available from: http://curve.coventry.ac.uk/open/items/4c639f05-0ace-21ff-0618-3f3c423f756c/1 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.628869


University of Dundee

7. Thistlethwaite, Christopher. Behaviour of massive reinforced concrete sections in seawater.

Degree: PhD, 2014, University of Dundee

 This study combined research available through literature with extensive experimental studies and substantial physical modelling to estimate the remaining ultimate life of large offshore reinforced… (more)

Subjects/Keywords: 624.1; Concrete durability; Corrosion; Chlorides

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APA (6th Edition):

Thistlethwaite, C. (2014). Behaviour of massive reinforced concrete sections in seawater. (Doctoral Dissertation). University of Dundee. Retrieved from https://discovery.dundee.ac.uk/en/studentTheses/4819cd1e-a5ce-48c2-a982-874196b3e8d9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.600765

Chicago Manual of Style (16th Edition):

Thistlethwaite, Christopher. “Behaviour of massive reinforced concrete sections in seawater.” 2014. Doctoral Dissertation, University of Dundee. Accessed September 22, 2019. https://discovery.dundee.ac.uk/en/studentTheses/4819cd1e-a5ce-48c2-a982-874196b3e8d9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.600765.

MLA Handbook (7th Edition):

Thistlethwaite, Christopher. “Behaviour of massive reinforced concrete sections in seawater.” 2014. Web. 22 Sep 2019.

Vancouver:

Thistlethwaite C. Behaviour of massive reinforced concrete sections in seawater. [Internet] [Doctoral dissertation]. University of Dundee; 2014. [cited 2019 Sep 22]. Available from: https://discovery.dundee.ac.uk/en/studentTheses/4819cd1e-a5ce-48c2-a982-874196b3e8d9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.600765.

Council of Science Editors:

Thistlethwaite C. Behaviour of massive reinforced concrete sections in seawater. [Doctoral Dissertation]. University of Dundee; 2014. Available from: https://discovery.dundee.ac.uk/en/studentTheses/4819cd1e-a5ce-48c2-a982-874196b3e8d9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.600765


University of Toronto

8. Dadic, Iva. Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete.

Degree: 2018, University of Toronto

Two potential test methods for evaluating the impact of different curing regimes on the durability of the cover layer over reinforcement in precast concrete elements… (more)

Subjects/Keywords: Chlorides; Concrete; Curing; 0543

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APA (6th Edition):

Dadic, I. (2018). Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/91534

Chicago Manual of Style (16th Edition):

Dadic, Iva. “Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete.” 2018. Masters Thesis, University of Toronto. Accessed September 22, 2019. http://hdl.handle.net/1807/91534.

MLA Handbook (7th Edition):

Dadic, Iva. “Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete.” 2018. Web. 22 Sep 2019.

Vancouver:

Dadic I. Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/1807/91534.

Council of Science Editors:

Dadic I. Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/91534


University of Florida

9. Lopez, Ashley. Carbon dioxide Absorption by Various Types of Pavement Binder Materials.

Degree: M.S.B.C., Building Construction, 2009, University of Florida

Subjects/Keywords: Carbon dioxide; Cements; Concretes; Cubes; Fly ash; Hydraulic cements; Magnesium; Mortars; Slag; Specimens; absorption, carbon, compressive, concrete, mortar

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APA (6th Edition):

Lopez, A. (2009). Carbon dioxide Absorption by Various Types of Pavement Binder Materials. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041266

Chicago Manual of Style (16th Edition):

Lopez, Ashley. “Carbon dioxide Absorption by Various Types of Pavement Binder Materials.” 2009. Masters Thesis, University of Florida. Accessed September 22, 2019. http://ufdc.ufl.edu/UFE0041266.

MLA Handbook (7th Edition):

Lopez, Ashley. “Carbon dioxide Absorption by Various Types of Pavement Binder Materials.” 2009. Web. 22 Sep 2019.

Vancouver:

Lopez A. Carbon dioxide Absorption by Various Types of Pavement Binder Materials. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Sep 22]. Available from: http://ufdc.ufl.edu/UFE0041266.

Council of Science Editors:

Lopez A. Carbon dioxide Absorption by Various Types of Pavement Binder Materials. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0041266


Université de Sherbrooke

10. Wilson, William. Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique .

Degree: 2018, Université de Sherbrooke

 Face à la finitude des ressources de la terre et de sa capacité d’absorption de la pollution, le développement d’écobétons pour un futur industrialisé durable… (more)

Subjects/Keywords: Éco-bétons; Ajouts cimentaires (ACs); Liants alternatifs; Silicates de calcium hydratés (C-S-H); Microstructure; EDS quantitatif; Micromécanique; Nanoindentation; Eco-concrete; Supplementary cementitious materials (SCMs); Alternative binders; Calcium-silicate-hydrate (C-S-H); Quantitative EDS; Micromechanics

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APA (6th Edition):

Wilson, W. (2018). Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/11620

Chicago Manual of Style (16th Edition):

Wilson, William. “Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique .” 2018. Doctoral Dissertation, Université de Sherbrooke. Accessed September 22, 2019. http://hdl.handle.net/11143/11620.

MLA Handbook (7th Edition):

Wilson, William. “Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique .” 2018. Web. 22 Sep 2019.

Vancouver:

Wilson W. Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2018. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/11143/11620.

Council of Science Editors:

Wilson W. Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique . [Doctoral Dissertation]. Université de Sherbrooke; 2018. Available from: http://hdl.handle.net/11143/11620


University of New Mexico

11. Faisal, Hasan. Nanomechanical characterization of asphalt.

Degree: Civil Engineering, 2013, University of New Mexico

 In this study, asphalt binder and asphalt concrete (AC) materials are characterized using laboratory nanoindentation testing and mechanical models. Traditionally, laboratory nanoindentation test data is… (more)

Subjects/Keywords: Asphalt concrete – Testing; Binders (Materials) – Testing; Nanotechnology.

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APA (6th Edition):

Faisal, H. (2013). Nanomechanical characterization of asphalt. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/21996

Chicago Manual of Style (16th Edition):

Faisal, Hasan. “Nanomechanical characterization of asphalt.” 2013. Masters Thesis, University of New Mexico. Accessed September 22, 2019. http://hdl.handle.net/1928/21996.

MLA Handbook (7th Edition):

Faisal, Hasan. “Nanomechanical characterization of asphalt.” 2013. Web. 22 Sep 2019.

Vancouver:

Faisal H. Nanomechanical characterization of asphalt. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/1928/21996.

Council of Science Editors:

Faisal H. Nanomechanical characterization of asphalt. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/21996


University of Florida

12. Meletiou, Constantinos A., 1960-. Development of a field permeability test for assessing the durability of concrete in marine structures.

Degree: 1991, University of Florida

Subjects/Keywords: Bridge engineering; Chlorides; Concrete bridges; Concretes; Corrosion; Durability; Porosity; Specimens; Steels; Water flow; Civil Engineering thesis Ph. D; Concrete  – Permeability  – Testing; Offshore structures  – Testing

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APA (6th Edition):

Meletiou, Constantinos A., 1. (1991). Development of a field permeability test for assessing the durability of concrete in marine structures. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00037920

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):

Meletiou, Constantinos A., 1960-. “Development of a field permeability test for assessing the durability of concrete in marine structures.” 1991. Thesis, University of Florida. Accessed September 22, 2019. http://ufdc.ufl.edu/AA00037920.

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

MLA Handbook (7th Edition):

Meletiou, Constantinos A., 1960-. “Development of a field permeability test for assessing the durability of concrete in marine structures.” 1991. Web. 22 Sep 2019.

Vancouver:

Meletiou, Constantinos A. 1. Development of a field permeability test for assessing the durability of concrete in marine structures. [Internet] [Thesis]. University of Florida; 1991. [cited 2019 Sep 22]. Available from: http://ufdc.ufl.edu/AA00037920.

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

Council of Science Editors:

Meletiou, Constantinos A. 1. Development of a field permeability test for assessing the durability of concrete in marine structures. [Thesis]. University of Florida; 1991. Available from: http://ufdc.ufl.edu/AA00037920

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


University of Cambridge

13. 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/1810/269924 ; 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 September 22, 2019. https://www.repository.cam.ac.uk/handle/1810/269924 ; 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. 22 Sep 2019.

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 2019 Sep 22]. Available from: https://www.repository.cam.ac.uk/handle/1810/269924 ; 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://www.repository.cam.ac.uk/handle/1810/269924 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744346


University of Cambridge

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

Degree: 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 . (Thesis). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/269924

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):

Giannaros, Petros. “Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete .” 2017. Thesis, University of Cambridge. Accessed September 22, 2019. https://www.repository.cam.ac.uk/handle/1810/269924.

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

MLA Handbook (7th Edition):

Giannaros, Petros. “Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete .” 2017. Web. 22 Sep 2019.

Vancouver:

Giannaros P. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete . [Internet] [Thesis]. University of Cambridge; 2017. [cited 2019 Sep 22]. Available from: https://www.repository.cam.ac.uk/handle/1810/269924.

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

Council of Science Editors:

Giannaros P. Laboratory and field investigation of the performance of novel microcapsule-based self-healing concrete . [Thesis]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/269924

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


Florida Atlantic University

15. Shill, Scott Thompson. Chloride penetration into concrete structures exposed to the marine atmosphere.

Degree: MS, 2014, Florida Atlantic University

Summary: Chloride ions present in the marine atmosphere contained in marine aerosols is investigated for a relationship with chloride that accumulated into concrete. Chloride profiles… (more)

Subjects/Keywords: Chlorides  – Diffusion rate; Chlorides  – Environmental aspects; Concrete  – Chemical resistance; Concrete  – Permeability; Reinforced concrete  – Construction  – Corrosion

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APA (6th Edition):

Shill, S. T. (2014). Chloride penetration into concrete structures exposed to the marine atmosphere. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227

Chicago Manual of Style (16th Edition):

Shill, Scott Thompson. “Chloride penetration into concrete structures exposed to the marine atmosphere.” 2014. Masters Thesis, Florida Atlantic University. Accessed September 22, 2019. http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227.

MLA Handbook (7th Edition):

Shill, Scott Thompson. “Chloride penetration into concrete structures exposed to the marine atmosphere.” 2014. Web. 22 Sep 2019.

Vancouver:

Shill ST. Chloride penetration into concrete structures exposed to the marine atmosphere. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2019 Sep 22]. Available from: http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227.

Council of Science Editors:

Shill ST. Chloride penetration into concrete structures exposed to the marine atmosphere. [Masters Thesis]. Florida Atlantic University; 2014. Available from: http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227


Hong Kong University of Science and Technology

16. Zhang, Juhui. Prediction of chloride induced corrosion in RC bridge structures.

Degree: 2011, Hong Kong University of Science and Technology

 An integrated service life prediction procedure for chloride induced steel corrosion in reinforced concrete structures is achieved by including a dynamic crack propagation process resulting… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Steel  – Corrosion; Chlorides

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

APA (6th Edition):

Zhang, J. (2011). Prediction of chloride induced corrosion in RC bridge structures. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html

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):

Zhang, Juhui. “Prediction of chloride induced corrosion in RC bridge structures.” 2011. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2019. https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Zhang, Juhui. “Prediction of chloride induced corrosion in RC bridge structures.” 2011. Web. 22 Sep 2019.

Vancouver:

Zhang J. Prediction of chloride induced corrosion in RC bridge structures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2011. [cited 2019 Sep 22]. Available from: https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html.

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

Council of Science Editors:

Zhang J. Prediction of chloride induced corrosion in RC bridge structures. [Thesis]. Hong Kong University of Science and Technology; 2011. Available from: https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html

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


University of Kansas

17. O’Reilly, Matthew. Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 The performance of corrosion protection systems for reinforcing steel in concrete is evaluated. In addition to conventional and conventional epoxy-coated reinforcement, the corrosion protection systems… (more)

Subjects/Keywords: Civil engineering; Bridge decks; Chlorides; Concrete; Corrosion

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

APA (6th Edition):

O’Reilly, M. (2011). Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/7633

Chicago Manual of Style (16th Edition):

O’Reilly, Matthew. “Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.” 2011. Doctoral Dissertation, University of Kansas. Accessed September 22, 2019. http://hdl.handle.net/1808/7633.

MLA Handbook (7th Edition):

O’Reilly, Matthew. “Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.” 2011. Web. 22 Sep 2019.

Vancouver:

O’Reilly M. Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/1808/7633.

Council of Science Editors:

O’Reilly M. Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/7633


Texas State University – San Marcos

18. 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 September 22, 2019. 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 Sep 2019.

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 2019 Sep 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


Florida Atlantic University

19. Merantus, Stanley W. Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete.

Degree: MS, 2017, Florida Atlantic University

Summary: The durability of Reinforced Concrete (RC) structures in the Marine environment is causing serious concern in the structural infrastructure. Reinforced concrete structures, exposed to… (more)

Subjects/Keywords: Reinforced concrete – Construction – Corrosion.; Reinforced concrete – Deterioration.; Concrete – Corrosion.; Concrete – Chemical resistance.; Chlorides – Environmental aspects.; Chlorides – Diffusion rate.

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

APA (6th Edition):

Merantus, S. W. (2017). Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942

Chicago Manual of Style (16th Edition):

Merantus, Stanley W. “Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete.” 2017. Masters Thesis, Florida Atlantic University. Accessed September 22, 2019. http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942.

MLA Handbook (7th Edition):

Merantus, Stanley W. “Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete.” 2017. Web. 22 Sep 2019.

Vancouver:

Merantus SW. Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Sep 22]. Available from: http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942.

Council of Science Editors:

Merantus SW. Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942


Brno University of Technology

20. Vymyslický, Jakub. Použití biogenních jádrových pojiv při výrobě odlitků pro automobilový průmysl .

Degree: 2016, Brno University of Technology

 Tato práce se zabývá slévárenskými pojivy a je úzce zaměřena na biogenní pojiva použitelná při výrobě odlitků pro automobilový průmysl. V úvodní části práce je… (more)

Subjects/Keywords: slévárenská pojiva; jádro; biogenní pojiva; GMBOND; pojiva na bázi klihů; foundry binders; core; biogenous binders; GMBOND; binders based on a glue

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APA (6th Edition):

Vymyslický, J. (2016). Použití biogenních jádrových pojiv při výrobě odlitků pro automobilový průmysl . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/59998

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):

Vymyslický, Jakub. “Použití biogenních jádrových pojiv při výrobě odlitků pro automobilový průmysl .” 2016. Thesis, Brno University of Technology. Accessed September 22, 2019. http://hdl.handle.net/11012/59998.

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

MLA Handbook (7th Edition):

Vymyslický, Jakub. “Použití biogenních jádrových pojiv při výrobě odlitků pro automobilový průmysl .” 2016. Web. 22 Sep 2019.

Vancouver:

Vymyslický J. Použití biogenních jádrových pojiv při výrobě odlitků pro automobilový průmysl . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/11012/59998.

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

Council of Science Editors:

Vymyslický J. Použití biogenních jádrových pojiv při výrobě odlitků pro automobilový průmysl . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/59998

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

21. Mathews, M Paul. Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures.

Degree: 2012, Cochin University of Science and Technology

Concrete is a universal material in the construction industry. With natural resources like sand and aggregate, fast depleting, it is time to look for alternate… (more)

Subjects/Keywords: Concrete; Ground Granulated Blast Furnace Slag, Self Compacting Concrete; Laterised concrete

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APA (6th Edition):

Mathews, M. P. (2012). Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures. (Thesis). Cochin University of Science and Technology. Retrieved from http://dyuthi.cusat.ac.in/purl/3262

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):

Mathews, M Paul. “Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures.” 2012. Thesis, Cochin University of Science and Technology. Accessed September 22, 2019. http://dyuthi.cusat.ac.in/purl/3262.

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

MLA Handbook (7th Edition):

Mathews, M Paul. “Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures.” 2012. Web. 22 Sep 2019.

Vancouver:

Mathews MP. Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures. [Internet] [Thesis]. Cochin University of Science and Technology; 2012. [cited 2019 Sep 22]. Available from: http://dyuthi.cusat.ac.in/purl/3262.

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

Council of Science Editors:

Mathews MP. Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures. [Thesis]. Cochin University of Science and Technology; 2012. Available from: http://dyuthi.cusat.ac.in/purl/3262

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


NSYSU

22. Cheng, Yu-hsiang. A study of basic oxygen furnace slag applied to the pervious concrete.

Degree: Master, Marine Environment and Engineering, 2015, NSYSU

 Basic oxygen furnace slag as a material of by-product associated with steel manufacture will expand in water and make the object structure composed with it… (more)

Subjects/Keywords: basic oxygen furnace slag; pervious concrete

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APA (6th Edition):

Cheng, Y. (2015). A study of basic oxygen furnace slag applied to the pervious concrete. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0504115-223608

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):

Cheng, Yu-hsiang. “A study of basic oxygen furnace slag applied to the pervious concrete.” 2015. Thesis, NSYSU. Accessed September 22, 2019. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0504115-223608.

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

MLA Handbook (7th Edition):

Cheng, Yu-hsiang. “A study of basic oxygen furnace slag applied to the pervious concrete.” 2015. Web. 22 Sep 2019.

Vancouver:

Cheng Y. A study of basic oxygen furnace slag applied to the pervious concrete. [Internet] [Thesis]. NSYSU; 2015. [cited 2019 Sep 22]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0504115-223608.

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

Council of Science Editors:

Cheng Y. A study of basic oxygen furnace slag applied to the pervious concrete. [Thesis]. NSYSU; 2015. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0504115-223608

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


Cleveland State University

23. Patel, Jigar P. Broader Use of Steel Slag Aggregates in Concrete.

Degree: MSin Civil Engineering, Fenn College of Engineering, 2008, Cleveland State University

 Steel slag is an industrial byproduct obtained from the steel manufacturing industry. It is produced in large quantities during the steel-making operations which utilize Electric… (more)

Subjects/Keywords: Civil Engineering; Steel slag aggregates in concrete

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APA (6th Edition):

Patel, J. P. (2008). Broader Use of Steel Slag Aggregates in Concrete. (Masters Thesis). Cleveland State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=csu1229627352

Chicago Manual of Style (16th Edition):

Patel, Jigar P. “Broader Use of Steel Slag Aggregates in Concrete.” 2008. Masters Thesis, Cleveland State University. Accessed September 22, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=csu1229627352.

MLA Handbook (7th Edition):

Patel, Jigar P. “Broader Use of Steel Slag Aggregates in Concrete.” 2008. Web. 22 Sep 2019.

Vancouver:

Patel JP. Broader Use of Steel Slag Aggregates in Concrete. [Internet] [Masters thesis]. Cleveland State University; 2008. [cited 2019 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=csu1229627352.

Council of Science Editors:

Patel JP. Broader Use of Steel Slag Aggregates in Concrete. [Masters Thesis]. Cleveland State University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=csu1229627352


University of Aberdeen

24. Feng, Qiu Ling. Chemical and microstructural investigations on slag hydration products.

Degree: Dept. of Chemistry, 1989, University of Aberdeen

Subjects/Keywords: Concrete; Cement.; Slag.

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APA (6th Edition):

Feng, Q. L. (1989). Chemical and microstructural investigations on slag hydration products. (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=59672 ; http://digitool-3.uoa.abdn.ac.uk:1801/webclient/DeliveryManager?pid=59672&custom_att_2=simple_viewer

Chicago Manual of Style (16th Edition):

Feng, Qiu Ling. “Chemical and microstructural investigations on slag hydration products.” 1989. Doctoral Dissertation, University of Aberdeen. Accessed September 22, 2019. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=59672 ; http://digitool-3.uoa.abdn.ac.uk:1801/webclient/DeliveryManager?pid=59672&custom_att_2=simple_viewer.

MLA Handbook (7th Edition):

Feng, Qiu Ling. “Chemical and microstructural investigations on slag hydration products.” 1989. Web. 22 Sep 2019.

Vancouver:

Feng QL. Chemical and microstructural investigations on slag hydration products. [Internet] [Doctoral dissertation]. University of Aberdeen; 1989. [cited 2019 Sep 22]. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=59672 ; http://digitool-3.uoa.abdn.ac.uk:1801/webclient/DeliveryManager?pid=59672&custom_att_2=simple_viewer.

Council of Science Editors:

Feng QL. Chemical and microstructural investigations on slag hydration products. [Doctoral Dissertation]. University of Aberdeen; 1989. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=59672 ; http://digitool-3.uoa.abdn.ac.uk:1801/webclient/DeliveryManager?pid=59672&custom_att_2=simple_viewer


West Virginia University

25. Riley, Amelia Suzanne. A study of the durability in class-M concrete due to chlorid permeability.

Degree: MS, Lane Department of Computer Science and Electrical Engineering, 2018, West Virginia University

  The service life of reinforced concrete structures is dependent on the integrity of the steel within the concrete. Over time, due to exposure, chloride… (more)

Subjects/Keywords: Slag; SCC; Concrete; Ponding; Chloride; Permeability

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

APA (6th Edition):

Riley, A. S. (2018). A study of the durability in class-M concrete due to chlorid permeability. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/3981

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):

Riley, Amelia Suzanne. “A study of the durability in class-M concrete due to chlorid permeability.” 2018. Thesis, West Virginia University. Accessed September 22, 2019. https://researchrepository.wvu.edu/etd/3981.

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

MLA Handbook (7th Edition):

Riley, Amelia Suzanne. “A study of the durability in class-M concrete due to chlorid permeability.” 2018. Web. 22 Sep 2019.

Vancouver:

Riley AS. A study of the durability in class-M concrete due to chlorid permeability. [Internet] [Thesis]. West Virginia University; 2018. [cited 2019 Sep 22]. Available from: https://researchrepository.wvu.edu/etd/3981.

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

Council of Science Editors:

Riley AS. A study of the durability in class-M concrete due to chlorid permeability. [Thesis]. West Virginia University; 2018. Available from: https://researchrepository.wvu.edu/etd/3981

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

26. Santos, Tiago Manuel Heleno dos. Corrosão das armaduras do betão armado: causas, consequências, prevenção e projeto de durabilidade.

Degree: 2014, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil

Atualmente verifica-se um notável envelhecimento e uma degradação prematura das estruturas de… (more)

Subjects/Keywords: Betão armado; Armaduras; Corrosão; Carbonatação; Cloretos; Durabilidade; Metodologia prescritiva; Metodologia baseada no desempenho; Sustentabilidade; Reinforced concrete; Reinforcement; Corrosion; Carbonation; Chlorides; Durability; Prescriptive methodology; Performance-based methodology; Sustainability

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APA (6th Edition):

Santos, T. M. H. d. (2014). Corrosão das armaduras do betão armado: causas, consequências, prevenção e projeto de durabilidade. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4432

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):

Santos, Tiago Manuel Heleno dos. “Corrosão das armaduras do betão armado: causas, consequências, prevenção e projeto de durabilidade.” 2014. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed September 22, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4432.

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

MLA Handbook (7th Edition):

Santos, Tiago Manuel Heleno dos. “Corrosão das armaduras do betão armado: causas, consequências, prevenção e projeto de durabilidade.” 2014. Web. 22 Sep 2019.

Vancouver:

Santos TMHd. Corrosão das armaduras do betão armado: causas, consequências, prevenção e projeto de durabilidade. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2014. [cited 2019 Sep 22]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4432.

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

Council of Science Editors:

Santos TMHd. Corrosão das armaduras do betão armado: causas, consequências, prevenção e projeto de durabilidade. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2014. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/4432

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


Ryerson University

27. Nazeran, Mohammad R. Improving Performance And Durability Of Concrete.

Degree: 2009, Ryerson University

Concrete is a porous material with different size of pores and cracks. Even the high quality concrete is a porous material which can pass the… (more)

Subjects/Keywords: Concrete  – Deterioration  – Testing; Concrete  – Additives  – Testing; Concrete  – Recycling; Sulfate-resistant concrete; Chlorides

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

APA (6th Edition):

Nazeran, M. R. (2009). Improving Performance And Durability Of Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1448

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):

Nazeran, Mohammad R. “Improving Performance And Durability Of Concrete.” 2009. Thesis, Ryerson University. Accessed September 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1448.

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

MLA Handbook (7th Edition):

Nazeran, Mohammad R. “Improving Performance And Durability Of Concrete.” 2009. Web. 22 Sep 2019.

Vancouver:

Nazeran MR. Improving Performance And Durability Of Concrete. [Internet] [Thesis]. Ryerson University; 2009. [cited 2019 Sep 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1448.

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

Council of Science Editors:

Nazeran MR. Improving Performance And Durability Of Concrete. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1448

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

28. Costa, Eliane Betânia Carvalho. Análise de parâmetros influentes na aderência de matrizes cimentícias.

Degree: PhD, Engenharia de Construção Civil e Urbana, 2013, University of São Paulo

O presente trabalho tem como objetivo identificar e analisar parâmetros que influenciam a aderência de matrizes cimentícias a substratos apontando soluções técnicas para a melhoria… (more)

Subjects/Keywords: Absorção; Absorption; Aderência; Adhesion; Binders; Cementitious matrix; Ligantes; Matrizes cimentícias; Particles; Surface's topography; Tamanho de partículas; Topografia do substrato

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

APA (6th Edition):

Costa, E. B. C. (2013). Análise de parâmetros influentes na aderência de matrizes cimentícias. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3146/tde-16102014-162945/ ;

Chicago Manual of Style (16th Edition):

Costa, Eliane Betânia Carvalho. “Análise de parâmetros influentes na aderência de matrizes cimentícias.” 2013. Doctoral Dissertation, University of São Paulo. Accessed September 22, 2019. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-16102014-162945/ ;.

MLA Handbook (7th Edition):

Costa, Eliane Betânia Carvalho. “Análise de parâmetros influentes na aderência de matrizes cimentícias.” 2013. Web. 22 Sep 2019.

Vancouver:

Costa EBC. Análise de parâmetros influentes na aderência de matrizes cimentícias. [Internet] [Doctoral dissertation]. University of São Paulo; 2013. [cited 2019 Sep 22]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-16102014-162945/ ;.

Council of Science Editors:

Costa EBC. Análise de parâmetros influentes na aderência de matrizes cimentícias. [Doctoral Dissertation]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-16102014-162945/ ;


University of New South Wales

29. Theivakularatnam, Mathanraj. Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials.

Degree: Engineering & Information Technology, 2015, University of New South Wales

 The mechanical properties of lightly stabilised granular base materials are considerably affected by in-situ environmental conditions such as freeze-thaw (f-t), wet-dry (w-t) actions and changes… (more)

Subjects/Keywords: Lightly stabilised materials; Stabilisation; Cementitious binders; Characterisation; Stiffness modulus; Durability; Freeze-thaw; Wet-dry; Fatigue life; Permanent deformation; Back-calculation

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

APA (6th Edition):

Theivakularatnam, M. (2015). Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Theivakularatnam, Mathanraj. “Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials.” 2015. Doctoral Dissertation, University of New South Wales. Accessed September 22, 2019. http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true.

MLA Handbook (7th Edition):

Theivakularatnam, Mathanraj. “Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials.” 2015. Web. 22 Sep 2019.

Vancouver:

Theivakularatnam M. Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2019 Sep 22]. Available from: http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true.

Council of Science Editors:

Theivakularatnam M. Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true


Stellenbosch University

30. Zvinokona, Admire Ruvimbo. Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

ENGLISH ABSTRACT: Advancement in new technologies and methods of producing foaming agents have resulted in enhanced possibility of a structurally performing lightweight concrete. Lightweight foamed… (more)

Subjects/Keywords: UCTD; Chlorides  – Corrosion; Lightweight concrete  – Service life; Concrete  – Expansion and contraction

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

APA (6th Edition):

Zvinokona, A. R. (2018). Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103360

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):

Zvinokona, Admire Ruvimbo. “Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete.” 2018. Thesis, Stellenbosch University. Accessed September 22, 2019. http://hdl.handle.net/10019.1/103360.

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

MLA Handbook (7th Edition):

Zvinokona, Admire Ruvimbo. “Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete.” 2018. Web. 22 Sep 2019.

Vancouver:

Zvinokona AR. Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10019.1/103360.

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

Council of Science Editors:

Zvinokona AR. Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103360

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

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