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You searched for subject:(Salt scaling). Showing records 1 – 12 of 12 total matches.

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Kansas State University

1. Bortz, Brandon Stallone. Salt-scaling durability of fly ash concrete.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Fly ash is a by-product of coal-fired power plants. This material can be used as a partial cement substitute in portland cement concrete. Use of… (more)

Subjects/Keywords: Salt-scaling; concrete; Durability; Fly ash; Engineering, Civil (0543)

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APA (6th Edition):

Bortz, B. S. (2010). Salt-scaling durability of fly ash concrete. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/3878

Chicago Manual of Style (16th Edition):

Bortz, Brandon Stallone. “Salt-scaling durability of fly ash concrete.” 2010. Masters Thesis, Kansas State University. Accessed July 19, 2019. http://hdl.handle.net/2097/3878.

MLA Handbook (7th Edition):

Bortz, Brandon Stallone. “Salt-scaling durability of fly ash concrete.” 2010. Web. 19 Jul 2019.

Vancouver:

Bortz BS. Salt-scaling durability of fly ash concrete. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/2097/3878.

Council of Science Editors:

Bortz BS. Salt-scaling durability of fly ash concrete. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/3878


Delft University of Technology

2. De Graaff, B. Eutectic Freeze Crystallization: an experimental study into the application of the EFC process on two different aqueous waste streams:.

Degree: 2012, Delft University of Technology

 Eutectic Freeze Crystallization (EFC) is very promising technique for the treatment of aqueous waste streams in which salts are dissolved. In this study extensive experimental… (more)

Subjects/Keywords: Eutectic Freeze Crystallization; scaling; waste water; salt production

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APA (6th Edition):

De Graaff, B. (2012). Eutectic Freeze Crystallization: an experimental study into the application of the EFC process on two different aqueous waste streams:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6a9e987b-23ae-4617-bb20-531ae246b0dd

Chicago Manual of Style (16th Edition):

De Graaff, B. “Eutectic Freeze Crystallization: an experimental study into the application of the EFC process on two different aqueous waste streams:.” 2012. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:6a9e987b-23ae-4617-bb20-531ae246b0dd.

MLA Handbook (7th Edition):

De Graaff, B. “Eutectic Freeze Crystallization: an experimental study into the application of the EFC process on two different aqueous waste streams:.” 2012. Web. 19 Jul 2019.

Vancouver:

De Graaff B. Eutectic Freeze Crystallization: an experimental study into the application of the EFC process on two different aqueous waste streams:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:6a9e987b-23ae-4617-bb20-531ae246b0dd.

Council of Science Editors:

De Graaff B. Eutectic Freeze Crystallization: an experimental study into the application of the EFC process on two different aqueous waste streams:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:6a9e987b-23ae-4617-bb20-531ae246b0dd


Iowa State University

3. Amini, Kamran. Toward salt-scaling resistant concrete.

Degree: 2018, Iowa State University

 The main objective of this research study was to (1) improve the understanding of the underlying mechanisms of durability-related deterioration in pavements; (2) improve the… (more)

Subjects/Keywords: Hardened Properties; Mixture Proportion; Nondestructive Testing; Salt Scaling; Statistical Analysis; Civil Engineering

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APA (6th Edition):

Amini, K. (2018). Toward salt-scaling resistant concrete. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/16765

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):

Amini, Kamran. “Toward salt-scaling resistant concrete.” 2018. Thesis, Iowa State University. Accessed July 19, 2019. https://lib.dr.iastate.edu/etd/16765.

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

MLA Handbook (7th Edition):

Amini, Kamran. “Toward salt-scaling resistant concrete.” 2018. Web. 19 Jul 2019.

Vancouver:

Amini K. Toward salt-scaling resistant concrete. [Internet] [Thesis]. Iowa State University; 2018. [cited 2019 Jul 19]. Available from: https://lib.dr.iastate.edu/etd/16765.

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

Council of Science Editors:

Amini K. Toward salt-scaling resistant concrete. [Thesis]. Iowa State University; 2018. Available from: https://lib.dr.iastate.edu/etd/16765

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


University of California – Berkeley

4. Blandford, Edward David. Physical Similitude in Hierarchical Engineered Systems.

Degree: Nuclear Engineering, 2010, University of California – Berkeley

 Engineers interested in predicting the behavior of complex engineered systems have a strong need to prioritize phenomena by importance due to limitations in simulation and… (more)

Subjects/Keywords: Nuclear Engineering; Fractional scaling analysis; Hierarchical engineered systems; Molten salt reactors; Physical similitude; Reduced-scale experiments; Simulant fluids

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APA (6th Edition):

Blandford, E. D. (2010). Physical Similitude in Hierarchical Engineered Systems. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/5gf44031

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):

Blandford, Edward David. “Physical Similitude in Hierarchical Engineered Systems.” 2010. Thesis, University of California – Berkeley. Accessed July 19, 2019. http://www.escholarship.org/uc/item/5gf44031.

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

MLA Handbook (7th Edition):

Blandford, Edward David. “Physical Similitude in Hierarchical Engineered Systems.” 2010. Web. 19 Jul 2019.

Vancouver:

Blandford ED. Physical Similitude in Hierarchical Engineered Systems. [Internet] [Thesis]. University of California – Berkeley; 2010. [cited 2019 Jul 19]. Available from: http://www.escholarship.org/uc/item/5gf44031.

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

Council of Science Editors:

Blandford ED. Physical Similitude in Hierarchical Engineered Systems. [Thesis]. University of California – Berkeley; 2010. Available from: http://www.escholarship.org/uc/item/5gf44031

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


Brno University of Technology

5. Šťastný, Antonín. Vliv přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF .

Degree: 2013, Brno University of Technology

 Bakalářská práce se zabývá vlivem přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF. Sleduje zejména vliv úpravy povrchů… (more)

Subjects/Keywords: Beton; provzdušněný beton; trvanlivost; CHRL; úprava povrchu; experiment; výsledky; shrnutí.; Concrete; aerated concrete; durability; salt scaling; surface treatment; experiment; results; summary.

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APA (6th Edition):

Šťastný, A. (2013). Vliv přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29208

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):

Šťastný, Antonín. “Vliv přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF .” 2013. Thesis, Brno University of Technology. Accessed July 19, 2019. http://hdl.handle.net/11012/29208.

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

MLA Handbook (7th Edition):

Šťastný, Antonín. “Vliv přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF .” 2013. Web. 19 Jul 2019.

Vancouver:

Šťastný A. Vliv přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/11012/29208.

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

Council of Science Editors:

Šťastný A. Vliv přípravy a úpravy zkušebních těles pro zkoušení trvanlivosti betonu a betonových výrobků v prostředí XF . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29208

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

6. Palmer, Robert K. Scaling of a Space Molten Salt Reactor Concept.

Degree: MS, Mechanical Engineering, 2015, The Ohio State University

 The Space Molten Salt Reactor Concept considered for this study is a design for a 500 kW electric, 2 MW thermal liquid fueled molten salt(more)

Subjects/Keywords: Mechanical Engineering; Nuclear Engineering; molten salt, scaling, space nuclear power

…3.1 SCALING THE PRIMARY HEAT EXCHANGER AND LOOP 1… …16 3.2 SCALING THE SECONDARY HEAT EXCHANGER AND LOOP 2… …20 3.3 SCALING THE TERTIARY HEAT EXCHANGER AND LOOP 3… …27 CHAPTER 4: SCALING RESULTS… …33 Table 3: PHX Scaling Values for Laboratory-Scale Model… 

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APA (6th Edition):

Palmer, R. K. (2015). Scaling of a Space Molten Salt Reactor Concept. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1437662933

Chicago Manual of Style (16th Edition):

Palmer, Robert K. “Scaling of a Space Molten Salt Reactor Concept.” 2015. Masters Thesis, The Ohio State University. Accessed July 19, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1437662933.

MLA Handbook (7th Edition):

Palmer, Robert K. “Scaling of a Space Molten Salt Reactor Concept.” 2015. Web. 19 Jul 2019.

Vancouver:

Palmer RK. Scaling of a Space Molten Salt Reactor Concept. [Internet] [Masters thesis]. The Ohio State University; 2015. [cited 2019 Jul 19]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1437662933.

Council of Science Editors:

Palmer RK. Scaling of a Space Molten Salt Reactor Concept. [Masters Thesis]. The Ohio State University; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1437662933


University of South Florida

7. Niriella, Dhananjaya P. Investigating the fouling behavior of reverse osmosis membranes under different operating conditions.

Degree: 2006, University of South Florida

 This dissertation describes the investigation of the fouling of a reverse osmosis membrane under different operating conditions. A mass transfer model to predict the permeate… (more)

Subjects/Keywords: Scaling; Concentration polarization; Clay; Salt; Permeate; American Studies; Arts and Humanities

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APA (6th Edition):

Niriella, D. P. (2006). Investigating the fouling behavior of reverse osmosis membranes under different operating conditions. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/2647

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):

Niriella, Dhananjaya P. “Investigating the fouling behavior of reverse osmosis membranes under different operating conditions.” 2006. Thesis, University of South Florida. Accessed July 19, 2019. https://scholarcommons.usf.edu/etd/2647.

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

MLA Handbook (7th Edition):

Niriella, Dhananjaya P. “Investigating the fouling behavior of reverse osmosis membranes under different operating conditions.” 2006. Web. 19 Jul 2019.

Vancouver:

Niriella DP. Investigating the fouling behavior of reverse osmosis membranes under different operating conditions. [Internet] [Thesis]. University of South Florida; 2006. [cited 2019 Jul 19]. Available from: https://scholarcommons.usf.edu/etd/2647.

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

Council of Science Editors:

Niriella DP. Investigating the fouling behavior of reverse osmosis membranes under different operating conditions. [Thesis]. University of South Florida; 2006. Available from: https://scholarcommons.usf.edu/etd/2647

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


University of Texas – Austin

8. Garcia, Anthony Michael. Durability testing of rapid, cement-based repair materials for transportation structures.

Degree: Civil, Architectural, and Environmental Engineering, 2014, University of Texas – Austin

 For repairing concrete transportation infrastructure, such as pavements and bridges, much importance is placed on early-age strength gain as this has a major impact on… (more)

Subjects/Keywords: Concrete; Cement; Rapid repair materials; CAC; CSA; OPC; Portland cement; Durability; Alkali silica reaction; ASR; Freeze-thaw; Salt scaling; Transportation; Air content; Spacing factor; Sulfate attack; Corrosion

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APA (6th Edition):

Garcia, A. M. (2014). Durability testing of rapid, cement-based repair materials for transportation structures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26511

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):

Garcia, Anthony Michael. “Durability testing of rapid, cement-based repair materials for transportation structures.” 2014. Thesis, University of Texas – Austin. Accessed July 19, 2019. http://hdl.handle.net/2152/26511.

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

MLA Handbook (7th Edition):

Garcia, Anthony Michael. “Durability testing of rapid, cement-based repair materials for transportation structures.” 2014. Web. 19 Jul 2019.

Vancouver:

Garcia AM. Durability testing of rapid, cement-based repair materials for transportation structures. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/2152/26511.

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

Council of Science Editors:

Garcia AM. Durability testing of rapid, cement-based repair materials for transportation structures. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26511

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


University of Lund

9. 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 July 19, 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. 19 Jul 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 Jul 19]. 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


Delft University of Technology

10. Copuroglu, O. The characterisation, improvement and modelling aspects of Frost Salt Scaling of Cement-Based Materials with a High Slag Content.

Degree: 2006, Delft University of Technology

 Blast furnace slag cement concrete is used extensively in a number of countries. In comparison with OPC, it is particularly well known for its excellent… (more)

Subjects/Keywords: frost salt scaling; slag; carbonation; microstructure; numerical modelling; CT02.30; Smart Sustainable Infrastructure; CT02.31.31; freeze-thaw resistance of BSFC concrete; Delft Cluster

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APA (6th Edition):

Copuroglu, O. (2006). The characterisation, improvement and modelling aspects of Frost Salt Scaling of Cement-Based Materials with a High Slag Content. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b

Chicago Manual of Style (16th Edition):

Copuroglu, O. “The characterisation, improvement and modelling aspects of Frost Salt Scaling of Cement-Based Materials with a High Slag Content.” 2006. Doctoral Dissertation, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b.

MLA Handbook (7th Edition):

Copuroglu, O. “The characterisation, improvement and modelling aspects of Frost Salt Scaling of Cement-Based Materials with a High Slag Content.” 2006. Web. 19 Jul 2019.

Vancouver:

Copuroglu O. The characterisation, improvement and modelling aspects of Frost Salt Scaling of Cement-Based Materials with a High Slag Content. [Internet] [Doctoral dissertation]. Delft University of Technology; 2006. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b.

Council of Science Editors:

Copuroglu O. The characterisation, improvement and modelling aspects of Frost Salt Scaling of Cement-Based Materials with a High Slag Content. [Doctoral Dissertation]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; urn:NBN:nl:ui:24-uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b ; http://resolver.tudelft.nl/uuid:c2511bac-c222-4cb2-9dc3-bed247c73d1b


North Carolina State University

11. Coskun, Hilmi. Construction of SIMCON Retrofitted Reinforced Concrete Columns.

Degree: PhD, Civil Engineering, 2002, North Carolina State University

 There is a growing interest on infrastructure retrofitting due to updated seismic codes and increased service loads. There may be some economical reasons or preservation… (more)

Subjects/Keywords: strengthening; salt scaling resistance; freeze and thaw; durability; fiber reinforced concrete; cost; retrofit; tolerances; column design; constructibility

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APA (6th Edition):

Coskun, H. (2002). Construction of SIMCON Retrofitted Reinforced Concrete Columns. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5298

Chicago Manual of Style (16th Edition):

Coskun, Hilmi. “Construction of SIMCON Retrofitted Reinforced Concrete Columns.” 2002. Doctoral Dissertation, North Carolina State University. Accessed July 19, 2019. http://www.lib.ncsu.edu/resolver/1840.16/5298.

MLA Handbook (7th Edition):

Coskun, Hilmi. “Construction of SIMCON Retrofitted Reinforced Concrete Columns.” 2002. Web. 19 Jul 2019.

Vancouver:

Coskun H. Construction of SIMCON Retrofitted Reinforced Concrete Columns. [Internet] [Doctoral dissertation]. North Carolina State University; 2002. [cited 2019 Jul 19]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5298.

Council of Science Editors:

Coskun H. Construction of SIMCON Retrofitted Reinforced Concrete Columns. [Doctoral Dissertation]. North Carolina State University; 2002. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5298

12. Liu, Zhichao. Frost Deterioration in Concrete Due to Deicing Salt Exposure: Mechanism, Mitigation and Conceptual Surface Scaling Model.

Degree: PhD, Civil Engineering, 2014, University of Michigan

 Michigan is located in a wet-freeze climate zone. During winter the deicing-salt application is needed to melt snow on highways. Freezing in the presence of… (more)

Subjects/Keywords: Salt frost scaling; Cryogenic suction; Sorptivity; Ice growth; Civil and Environmental Engineering; Engineering

…joint associated with deicing salt scaling… …3 Figure 1.3 2 Figure 1.4 Rebar corrosion in bridge due to salt frost scaling… …4 Figure 1.5 Figure 1.6 Figure 2.1 Figure 2.2 Figure 2.3 Salt scaling in a newly-build… …from thin slices of concrete at different locations after salt frost scaling test… …scaling from visual examination … Normalized scaling ratio vs. salt concentration of… 

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APA (6th Edition):

Liu, Z. (2014). Frost Deterioration in Concrete Due to Deicing Salt Exposure: Mechanism, Mitigation and Conceptual Surface Scaling Model. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/110430

Chicago Manual of Style (16th Edition):

Liu, Zhichao. “Frost Deterioration in Concrete Due to Deicing Salt Exposure: Mechanism, Mitigation and Conceptual Surface Scaling Model.” 2014. Doctoral Dissertation, University of Michigan. Accessed July 19, 2019. http://hdl.handle.net/2027.42/110430.

MLA Handbook (7th Edition):

Liu, Zhichao. “Frost Deterioration in Concrete Due to Deicing Salt Exposure: Mechanism, Mitigation and Conceptual Surface Scaling Model.” 2014. Web. 19 Jul 2019.

Vancouver:

Liu Z. Frost Deterioration in Concrete Due to Deicing Salt Exposure: Mechanism, Mitigation and Conceptual Surface Scaling Model. [Internet] [Doctoral dissertation]. University of Michigan; 2014. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/2027.42/110430.

Council of Science Editors:

Liu Z. Frost Deterioration in Concrete Due to Deicing Salt Exposure: Mechanism, Mitigation and Conceptual Surface Scaling Model. [Doctoral Dissertation]. University of Michigan; 2014. Available from: http://hdl.handle.net/2027.42/110430

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