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You searched for +publisher:"Oregon State University" +contributor:("Ideker, Jason H."). Showing records 1 – 5 of 5 total matches.

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Oregon State University

1. Adams, Matthew P. (Matthew Peter). Factors Influencing Conversion and Volume Stability in Calcium Aluminate Cement Systems.

Degree: PhD, Civil Engineering, 2015, Oregon State University

 There is renewed interest in North America for the use of calcium aluminate cement (CAC) in infrastructure repair. The interest is driven by the specialty… (more)

Subjects/Keywords: calcium aluminate cement; Alumina cement

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APA (6th Edition):

Adams, M. P. (. P. (2015). Factors Influencing Conversion and Volume Stability in Calcium Aluminate Cement Systems. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/56207

Chicago Manual of Style (16th Edition):

Adams, Matthew P (Matthew Peter). “Factors Influencing Conversion and Volume Stability in Calcium Aluminate Cement Systems.” 2015. Doctoral Dissertation, Oregon State University. Accessed July 22, 2019. http://hdl.handle.net/1957/56207.

MLA Handbook (7th Edition):

Adams, Matthew P (Matthew Peter). “Factors Influencing Conversion and Volume Stability in Calcium Aluminate Cement Systems.” 2015. Web. 22 Jul 2019.

Vancouver:

Adams MP(P. Factors Influencing Conversion and Volume Stability in Calcium Aluminate Cement Systems. [Internet] [Doctoral dissertation]. Oregon State University; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1957/56207.

Council of Science Editors:

Adams MP(P. Factors Influencing Conversion and Volume Stability in Calcium Aluminate Cement Systems. [Doctoral Dissertation]. Oregon State University; 2015. Available from: http://hdl.handle.net/1957/56207

2. Deboodt, Tyler. Internal curing of high-performance concrete for bridge decks.

Degree: MS, Civil Engineering, 2011, Oregon State University

 High performance concrete (HPC) provides a long lasting, durable concrete that is typically used in bridge decks due to its low permeability, high abrasion resistance,… (more)

Subjects/Keywords: High-performance concrete; High strength concrete  – Curing

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APA (6th Edition):

Deboodt, T. (2011). Internal curing of high-performance concrete for bridge decks. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/26477

Chicago Manual of Style (16th Edition):

Deboodt, Tyler. “Internal curing of high-performance concrete for bridge decks.” 2011. Masters Thesis, Oregon State University. Accessed July 22, 2019. http://hdl.handle.net/1957/26477.

MLA Handbook (7th Edition):

Deboodt, Tyler. “Internal curing of high-performance concrete for bridge decks.” 2011. Web. 22 Jul 2019.

Vancouver:

Deboodt T. Internal curing of high-performance concrete for bridge decks. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1957/26477.

Council of Science Editors:

Deboodt T. Internal curing of high-performance concrete for bridge decks. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/26477

3. Fu, Tengfei. Autogenous deformation and chemical shrinkage of high performance cementitious systems.

Degree: MS, Civil Engineering, 2011, Oregon State University

 In the past ten years, renewed research interest has shown the benefits of internal curing by incorporating saturated lightweight fine aggregate (LWFA) in high performance… (more)

Subjects/Keywords: internal curing

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APA (6th Edition):

Fu, T. (2011). Autogenous deformation and chemical shrinkage of high performance cementitious systems. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/20577

Chicago Manual of Style (16th Edition):

Fu, Tengfei. “Autogenous deformation and chemical shrinkage of high performance cementitious systems.” 2011. Masters Thesis, Oregon State University. Accessed July 22, 2019. http://hdl.handle.net/1957/20577.

MLA Handbook (7th Edition):

Fu, Tengfei. “Autogenous deformation and chemical shrinkage of high performance cementitious systems.” 2011. Web. 22 Jul 2019.

Vancouver:

Fu T. Autogenous deformation and chemical shrinkage of high performance cementitious systems. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1957/20577.

Council of Science Editors:

Fu T. Autogenous deformation and chemical shrinkage of high performance cementitious systems. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/20577

4. Morales, Monica (Monica Tiffany). Experimental Investigation of the Effects of Embedded Rebar, Cracks, Chloride Ingress and Corrosion on Electrical Resistivity Measurements of Reinforced Concrete.

Degree: MS, Civil Engineering, 2015, Oregon State University

 The effects of steel reinforcement, chloride-induced corrosion initiation, cracking and delamination on the electrical resistivity measurements using the Wenner probe technique were studied experimentally on… (more)

Subjects/Keywords: Chloride; Reinforced concrete  – Electric properties

…outside of the Oregon State University in order to classify and identify surficial microcracking… …Layout of This Thesis This thesis follows the guidelines provided by the Oregon State… …University Graduate School Thesis Guide 2014-2015 for the manuscript option. The thesis presents… 

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APA (6th Edition):

Morales, M. (. T. (2015). Experimental Investigation of the Effects of Embedded Rebar, Cracks, Chloride Ingress and Corrosion on Electrical Resistivity Measurements of Reinforced Concrete. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/56181

Chicago Manual of Style (16th Edition):

Morales, Monica (Monica Tiffany). “Experimental Investigation of the Effects of Embedded Rebar, Cracks, Chloride Ingress and Corrosion on Electrical Resistivity Measurements of Reinforced Concrete.” 2015. Masters Thesis, Oregon State University. Accessed July 22, 2019. http://hdl.handle.net/1957/56181.

MLA Handbook (7th Edition):

Morales, Monica (Monica Tiffany). “Experimental Investigation of the Effects of Embedded Rebar, Cracks, Chloride Ingress and Corrosion on Electrical Resistivity Measurements of Reinforced Concrete.” 2015. Web. 22 Jul 2019.

Vancouver:

Morales M(T. Experimental Investigation of the Effects of Embedded Rebar, Cracks, Chloride Ingress and Corrosion on Electrical Resistivity Measurements of Reinforced Concrete. [Internet] [Masters thesis]. Oregon State University; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1957/56181.

Council of Science Editors:

Morales M(T. Experimental Investigation of the Effects of Embedded Rebar, Cracks, Chloride Ingress and Corrosion on Electrical Resistivity Measurements of Reinforced Concrete. [Masters Thesis]. Oregon State University; 2015. Available from: http://hdl.handle.net/1957/56181

5. Adams, Matthew P. Alkali-silica reaction in concrete containing recycled concrete aggregates.

Degree: MS, Civil Engineering, 2012, Oregon State University

 Using recycled concrete aggregate (RCA) as a replacement for natural aggregate in new concrete is a promising way to increase the overall sustainability of new… (more)

Subjects/Keywords: recycled concrete aggregate; Alkali-aggregate reactions

…crusher's fine (Oregon State University Laboratory specimens only)… …recrushed (Oregon State University Laboratory specimens only)… …recrushed (Oregon State University Laboratory specimens only)… …crusher’s fines (Oregon State University Laboratory specimens only)… …recrushed (Oregon State University Laboratory specimens only)… 

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APA (6th Edition):

Adams, M. P. (2012). Alkali-silica reaction in concrete containing recycled concrete aggregates. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/27864

Chicago Manual of Style (16th Edition):

Adams, Matthew P. “Alkali-silica reaction in concrete containing recycled concrete aggregates.” 2012. Masters Thesis, Oregon State University. Accessed July 22, 2019. http://hdl.handle.net/1957/27864.

MLA Handbook (7th Edition):

Adams, Matthew P. “Alkali-silica reaction in concrete containing recycled concrete aggregates.” 2012. Web. 22 Jul 2019.

Vancouver:

Adams MP. Alkali-silica reaction in concrete containing recycled concrete aggregates. [Internet] [Masters thesis]. Oregon State University; 2012. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1957/27864.

Council of Science Editors:

Adams MP. Alkali-silica reaction in concrete containing recycled concrete aggregates. [Masters Thesis]. Oregon State University; 2012. Available from: http://hdl.handle.net/1957/27864

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