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You searched for +publisher:"Oregon State University" +contributor:("Scholz, Todd"). Showing records 1 – 4 of 4 total matches.

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Oregon State University

1. Keshari, Shweta. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.

Degree: MS, Civil Engineering, 2010, Oregon State University

 This thesis is the consequence of a research effort undertaken by the School of Civil and Construction Engineering at Oregon State University and funded by… (more)

Subjects/Keywords: High Performance Concrete; High strength concrete  – Abrasion resistance

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

APA (6th Edition):

Keshari, S. (2010). Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/13778

Chicago Manual of Style (16th Edition):

Keshari, Shweta. “Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.” 2010. Masters Thesis, Oregon State University. Accessed August 20, 2019. http://hdl.handle.net/1957/13778.

MLA Handbook (7th Edition):

Keshari, Shweta. “Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.” 2010. Web. 20 Aug 2019.

Vancouver:

Keshari S. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/1957/13778.

Council of Science Editors:

Keshari S. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/13778


Oregon State University

2. Samoo, Faisal Ahmed. Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon.

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

 This thesis documents the evaluation of the initial performance of pavement containing recycled asphalt shingles (RAS) in Oregon. The research was funded by the Oregon(more)

Subjects/Keywords: Shingles

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APA (6th Edition):

Samoo, F. A. (2011). Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/21755

Chicago Manual of Style (16th Edition):

Samoo, Faisal Ahmed. “Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon.” 2011. Masters Thesis, Oregon State University. Accessed August 20, 2019. http://hdl.handle.net/1957/21755.

MLA Handbook (7th Edition):

Samoo, Faisal Ahmed. “Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon.” 2011. Web. 20 Aug 2019.

Vancouver:

Samoo FA. Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/1957/21755.

Council of Science Editors:

Samoo FA. Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/21755

3. Darra, Suraj. Development of an improved system for Oregon to accurately quantify dense-graded hot mix asphalt pavement density.

Degree: MS, Civil Engineering, 2009, Oregon State University

 The Oregon Department of Transportation (ODOT) standard specifications require a minimum density for the construction of dense-graded hot mix asphalt (HMA) pavements. Currently, the standard… (more)

Subjects/Keywords: Pavement; Pavements, Asphalt  – Oregon  – Density  – Measurement

…Mix Asphalt Pavement Density by Suraj Darra A THESIS submitted to Oregon State University… …would also like to thank my other professors at Oregon State University, specially Dr. John A… …Services (TRIS) online database, Oregon State University Library (for journal… …State University libraries. My signature below authorizes release of my thesis to any reader… …State University for being there in my life and making my life wonderful. I specially thank… 

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

APA (6th Edition):

Darra, S. (2009). Development of an improved system for Oregon to accurately quantify dense-graded hot mix asphalt pavement density. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/13650

Chicago Manual of Style (16th Edition):

Darra, Suraj. “Development of an improved system for Oregon to accurately quantify dense-graded hot mix asphalt pavement density.” 2009. Masters Thesis, Oregon State University. Accessed August 20, 2019. http://hdl.handle.net/1957/13650.

MLA Handbook (7th Edition):

Darra, Suraj. “Development of an improved system for Oregon to accurately quantify dense-graded hot mix asphalt pavement density.” 2009. Web. 20 Aug 2019.

Vancouver:

Darra S. Development of an improved system for Oregon to accurately quantify dense-graded hot mix asphalt pavement density. [Internet] [Masters thesis]. Oregon State University; 2009. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/1957/13650.

Council of Science Editors:

Darra S. Development of an improved system for Oregon to accurately quantify dense-graded hot mix asphalt pavement density. [Masters Thesis]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/13650

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

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 August 20, 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. 20 Aug 2019.

Vancouver:

Adams MP. Alkali-silica reaction in concrete containing recycled concrete aggregates. [Internet] [Masters thesis]. Oregon State University; 2012. [cited 2019 Aug 20]. 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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