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You searched for subject:(concrete testing). Showing records 1 – 30 of 713 total matches.

[1] [2] [3] [4] [5] … [24]

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Ryerson University

1. Xu, Jimmy. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete.

Degree: 2017, Ryerson University

 The effect of supplementary cementing materials (SCM) on internal sulphate attack in mortars was evaluated. Different types and levels of SCM were investigated where a… (more)

Subjects/Keywords: Concrete  – Corrosion; Concrete  – Deterioration; Concrete  – Testing; Sulphates

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

APA (6th Edition):

Xu, J. (2017). Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6866

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):

Xu, Jimmy. “Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete.” 2017. Thesis, Ryerson University. Accessed November 23, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6866.

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

MLA Handbook (7th Edition):

Xu, Jimmy. “Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete.” 2017. Web. 23 Nov 2020.

Vancouver:

Xu J. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Nov 23]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6866.

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

Council of Science Editors:

Xu J. Role of supplementary cementing materials on reducing damage due to internal sulphate attack in concrete. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6866

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


Ryerson University

2. Lotfy, Abdurrahmaan. Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation.

Degree: 2012, Ryerson University

 A response surface method based experimental study was carried out to model the influence of key parameters on properties of Lightweight Self-Consolidating Concrete (LWSCC) mixtures… (more)

Subjects/Keywords: Self-consolidating concrete  – Performance  – Testing; Lightweight concrete  – Performance  – Testing; Concrete  – Mixing; Concrete  – Additives  – Testing

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APA (6th Edition):

Lotfy, A. (2012). Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1930

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):

Lotfy, Abdurrahmaan. “Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation.” 2012. Thesis, Ryerson University. Accessed November 23, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1930.

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

MLA Handbook (7th Edition):

Lotfy, Abdurrahmaan. “Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation.” 2012. Web. 23 Nov 2020.

Vancouver:

Lotfy A. Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Nov 23]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1930.

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

Council of Science Editors:

Lotfy A. Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1930

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


University of New Mexico

3. Fan, Tai. Concrete microstructure homogenization technique with application to model concrete serviceability.

Degree: Civil Engineering, 2012, University of New Mexico

 Conventionally, mechanical properties of concrete are attained through experiment by leaving microstructural phases interaction in a black box. To fully understand concrete, it is necessary… (more)

Subjects/Keywords: Concrete – Mathematical models; Concrete – Testing; Concrete – Microstructure; Concrete – Chemical resistance; Concrete beams – Testing.

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

APA (6th Edition):

Fan, T. (2012). Concrete microstructure homogenization technique with application to model concrete serviceability. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20818

Chicago Manual of Style (16th Edition):

Fan, Tai. “Concrete microstructure homogenization technique with application to model concrete serviceability.” 2012. Doctoral Dissertation, University of New Mexico. Accessed November 23, 2020. http://hdl.handle.net/1928/20818.

MLA Handbook (7th Edition):

Fan, Tai. “Concrete microstructure homogenization technique with application to model concrete serviceability.” 2012. Web. 23 Nov 2020.

Vancouver:

Fan T. Concrete microstructure homogenization technique with application to model concrete serviceability. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1928/20818.

Council of Science Editors:

Fan T. Concrete microstructure homogenization technique with application to model concrete serviceability. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20818


Ryerson University

4. Richards, Gregory. A study into the effects of test variables on the results of concrete tests for salt scaling and alkali-silica reaction.

Degree: 2017, Ryerson University

 The ability to accurately determine in-service deterioration of concrete remains an important facet of research. This research aims to develop more reliable laboratory testing methods… (more)

Subjects/Keywords: Concrete  – Deterioration  – Testing; Concrete  – Deterioration; Concrete  – Corrosion  – Testing; Concrete  – Corrosion; Concrete  – Effect of salt on; Concrete  – Testing

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APA (6th Edition):

Richards, G. (2017). A study into the effects of test variables on the results of concrete tests for salt scaling and alkali-silica reaction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6824

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):

Richards, Gregory. “A study into the effects of test variables on the results of concrete tests for salt scaling and alkali-silica reaction.” 2017. Thesis, Ryerson University. Accessed November 23, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6824.

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

MLA Handbook (7th Edition):

Richards, Gregory. “A study into the effects of test variables on the results of concrete tests for salt scaling and alkali-silica reaction.” 2017. Web. 23 Nov 2020.

Vancouver:

Richards G. A study into the effects of test variables on the results of concrete tests for salt scaling and alkali-silica reaction. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Nov 23]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6824.

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

Council of Science Editors:

Richards G. A study into the effects of test variables on the results of concrete tests for salt scaling and alkali-silica reaction. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6824

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


Ryerson University

5. Abdul, Faheem. Structural behavior and shear bond capacity of composite slabs with high performance concrete.

Degree: 2011, Ryerson University

 Many research works have been conducted on the behavior of composite slabs with profiled steel deck to study the longitudinal shear bond resistance using the… (more)

Subjects/Keywords: Concrete slabs  – Design and construction; Concrete slabs  – Testing; Reinforced concrete  – Testing

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

APA (6th Edition):

Abdul, F. (2011). Structural behavior and shear bond capacity of composite slabs with high performance concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6345

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):

Abdul, Faheem. “Structural behavior and shear bond capacity of composite slabs with high performance concrete.” 2011. Thesis, Ryerson University. Accessed November 23, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6345.

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

MLA Handbook (7th Edition):

Abdul, Faheem. “Structural behavior and shear bond capacity of composite slabs with high performance concrete.” 2011. Web. 23 Nov 2020.

Vancouver:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Nov 23]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6345.

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

Council of Science Editors:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6345

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


University of Missouri – Columbia

6. Henquinet, Christopher Robert. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.

Degree: 2013, University of Missouri – Columbia

 Localized damage to certain structural members in a building can trigger a chain reaction which results in a partial or complete collapse of the building.… (more)

Subjects/Keywords: Concrete slabs  – Testing; Columns, Concrete  – Testing; Reinforced concrete construction; Structural failures

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APA (6th Edition):

Henquinet, C. R. (2013). Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/40186

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):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Thesis, University of Missouri – Columbia. Accessed November 23, 2020. https://doi.org/10.32469/10355/40186.

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

MLA Handbook (7th Edition):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Web. 23 Nov 2020.

Vancouver:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2020 Nov 23]. Available from: https://doi.org/10.32469/10355/40186.

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

Council of Science Editors:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Thesis]. University of Missouri – Columbia; 2013. Available from: https://doi.org/10.32469/10355/40186

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


Hong Kong University of Science and Technology

7. Suen, Po Chi. Steel-plate encased concrete coupling beams.

Degree: 2012, Hong Kong University of Science and Technology

 Coupled shear wall structures are recognised as one of the most efficient lateral load resisting systems. To achieve a desirable performance for such a system,… (more)

Subjects/Keywords: Concrete beams  – Testing ; Reinforced concrete construction  – Testing ; Shear walls  – Testing

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

APA (6th Edition):

Suen, P. C. (2012). Steel-plate encased concrete coupling beams. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed November 23, 2020. http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Web. 23 Nov 2020.

Vancouver:

Suen PC. Steel-plate encased concrete coupling beams. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Nov 23]. Available from: http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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:

Suen PC. Steel-plate encased concrete coupling beams. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/th_redirect.html

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


University of Oklahoma

8. Shadravan, Shideh. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.

Degree: PhD, 2011, University of Oklahoma

 This test program characterizes the dimensional properties of selected concrete materials, evaluating their performance as real slabs-on-grade in that they are exposed to ground moisture… (more)

Subjects/Keywords: Concrete slabs – Testing; Concrete – Expansion and contraction

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

APA (6th Edition):

Shadravan, S. (2011). DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/318498

Chicago Manual of Style (16th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Doctoral Dissertation, University of Oklahoma. Accessed November 23, 2020. http://hdl.handle.net/11244/318498.

MLA Handbook (7th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Web. 23 Nov 2020.

Vancouver:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11244/318498.

Council of Science Editors:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Doctoral Dissertation]. University of Oklahoma; 2011. Available from: http://hdl.handle.net/11244/318498


University of Oklahoma

9. Shadravan, Shideh. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.

Degree: PhD, 2011, University of Oklahoma

 This test program characterizes the dimensional properties of selected concrete materials, evaluating their performance as real slabs-on-grade in that they are exposed to ground moisture… (more)

Subjects/Keywords: Concrete slabs – Testing; Concrete – Expansion and contraction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shadravan, S. (2011). DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319448

Chicago Manual of Style (16th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Doctoral Dissertation, University of Oklahoma. Accessed November 23, 2020. http://hdl.handle.net/11244/319448.

MLA Handbook (7th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Web. 23 Nov 2020.

Vancouver:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11244/319448.

Council of Science Editors:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Doctoral Dissertation]. University of Oklahoma; 2011. Available from: http://hdl.handle.net/11244/319448


Ryerson University

10. 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 November 23, 2020. 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. 23 Nov 2020.

Vancouver:

Nazeran MR. Improving Performance And Durability Of Concrete. [Internet] [Thesis]. Ryerson University; 2009. [cited 2020 Nov 23]. 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


Florida Atlantic University

11. Ellis, Spencer G. SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST.

Degree: MS, 2020, Florida Atlantic University

In order to study the mechanical performance of dry-cast synthetic fiber reinforced concrete (SynFRC), samples of varying geometry, fiber content, and environmental exposure were developed… (more)

Subjects/Keywords: Reinforced concrete; Fiber-reinforced concrete – Testing; Reinforced concrete – Mechanical properties; Tensile Strength; Concrete—Environmental testing

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

APA (6th Edition):

Ellis, S. G. (2020). SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST. (Masters Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:42604

Chicago Manual of Style (16th Edition):

Ellis, Spencer G. “SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST.” 2020. Masters Thesis, Florida Atlantic University. Accessed November 23, 2020. http://fau.digital.flvc.org/islandora/object/fau:42604.

MLA Handbook (7th Edition):

Ellis, Spencer G. “SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST.” 2020. Web. 23 Nov 2020.

Vancouver:

Ellis SG. SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST. [Internet] [Masters thesis]. Florida Atlantic University; 2020. [cited 2020 Nov 23]. Available from: http://fau.digital.flvc.org/islandora/object/fau:42604.

Council of Science Editors:

Ellis SG. SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST. [Masters Thesis]. Florida Atlantic University; 2020. Available from: http://fau.digital.flvc.org/islandora/object/fau:42604


Ryerson University

12. Rafiei, Shahryar. Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings.

Degree: 2011, Ryerson University

 This research investigated the behaviour of a new form of composite shear wall system consisting of two skins of profiled steel sheeting and an infill… (more)

Subjects/Keywords: Concrete walls  – Testing; Reinforced concrete  – Testing; Plates (Engineering); Self-consolidating concrete  – Performance  – Testing

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

APA (6th Edition):

Rafiei, S. (2011). Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1411

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):

Rafiei, Shahryar. “Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings.” 2011. Thesis, Ryerson University. Accessed November 23, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1411.

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

MLA Handbook (7th Edition):

Rafiei, Shahryar. “Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings.” 2011. Web. 23 Nov 2020.

Vancouver:

Rafiei S. Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Nov 23]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1411.

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

Council of Science Editors:

Rafiei S. Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1411

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


Oregon State University

13. Sopal, Gautam Jayant. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.

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

 Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field experience… (more)

Subjects/Keywords: CFRP; Concrete beams  – Testing

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APA (6th Edition):

Sopal, G. J. (2009). Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/10262

Chicago Manual of Style (16th Edition):

Sopal, Gautam Jayant. “Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.” 2009. Masters Thesis, Oregon State University. Accessed November 23, 2020. http://hdl.handle.net/1957/10262.

MLA Handbook (7th Edition):

Sopal, Gautam Jayant. “Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.” 2009. Web. 23 Nov 2020.

Vancouver:

Sopal GJ. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. [Internet] [Masters thesis]. Oregon State University; 2009. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1957/10262.

Council of Science Editors:

Sopal GJ. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. [Masters Thesis]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/10262


Oregon State University

14. Peyton, Harold Ray. Shrinkage and strength of steam cured Haydite masonry unit concrete mixes.

Degree: MS, Civil Engineering, 1956, Oregon State University

Subjects/Keywords: Concrete  – Testing

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APA (6th Edition):

Peyton, H. R. (1956). Shrinkage and strength of steam cured Haydite masonry unit concrete mixes. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/51072

Chicago Manual of Style (16th Edition):

Peyton, Harold Ray. “Shrinkage and strength of steam cured Haydite masonry unit concrete mixes.” 1956. Masters Thesis, Oregon State University. Accessed November 23, 2020. http://hdl.handle.net/1957/51072.

MLA Handbook (7th Edition):

Peyton, Harold Ray. “Shrinkage and strength of steam cured Haydite masonry unit concrete mixes.” 1956. Web. 23 Nov 2020.

Vancouver:

Peyton HR. Shrinkage and strength of steam cured Haydite masonry unit concrete mixes. [Internet] [Masters thesis]. Oregon State University; 1956. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1957/51072.

Council of Science Editors:

Peyton HR. Shrinkage and strength of steam cured Haydite masonry unit concrete mixes. [Masters Thesis]. Oregon State University; 1956. Available from: http://hdl.handle.net/1957/51072


Oregon State University

15. Doan, Joe Taylor. Laboratory and statistical study of concrete test cylinder capping methods.

Degree: MS, Mechanical Engineering, 1941, Oregon State University

Subjects/Keywords: Concrete  – Testing

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APA (6th Edition):

Doan, J. T. (1941). Laboratory and statistical study of concrete test cylinder capping methods. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/52017

Chicago Manual of Style (16th Edition):

Doan, Joe Taylor. “Laboratory and statistical study of concrete test cylinder capping methods.” 1941. Masters Thesis, Oregon State University. Accessed November 23, 2020. http://hdl.handle.net/1957/52017.

MLA Handbook (7th Edition):

Doan, Joe Taylor. “Laboratory and statistical study of concrete test cylinder capping methods.” 1941. Web. 23 Nov 2020.

Vancouver:

Doan JT. Laboratory and statistical study of concrete test cylinder capping methods. [Internet] [Masters thesis]. Oregon State University; 1941. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1957/52017.

Council of Science Editors:

Doan JT. Laboratory and statistical study of concrete test cylinder capping methods. [Masters Thesis]. Oregon State University; 1941. Available from: http://hdl.handle.net/1957/52017


Oregon State University

16. Dawson, Matthew Ryan. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.

Degree: MS, Civil Engineering, 2008, Oregon State University

 Current ACI design provisions for shear in reinforced concrete (RC) beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) U-wraps may not adequately account for… (more)

Subjects/Keywords: CFRP; Concrete beams  – Testing

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APA (6th Edition):

Dawson, M. R. (2008). Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/8898

Chicago Manual of Style (16th Edition):

Dawson, Matthew Ryan. “Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.” 2008. Masters Thesis, Oregon State University. Accessed November 23, 2020. http://hdl.handle.net/1957/8898.

MLA Handbook (7th Edition):

Dawson, Matthew Ryan. “Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.” 2008. Web. 23 Nov 2020.

Vancouver:

Dawson MR. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. [Internet] [Masters thesis]. Oregon State University; 2008. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1957/8898.

Council of Science Editors:

Dawson MR. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. [Masters Thesis]. Oregon State University; 2008. Available from: http://hdl.handle.net/1957/8898


Oregon State University

17. Mitchell, Mikal Maxwell. Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.

Degree: MS, Civil Engineering, 2008, Oregon State University

 Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) U-wraps for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field… (more)

Subjects/Keywords: freeze-thaw; Concrete beams  – Testing

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APA (6th Edition):

Mitchell, M. M. (2008). Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/9127

Chicago Manual of Style (16th Edition):

Mitchell, Mikal Maxwell. “Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.” 2008. Masters Thesis, Oregon State University. Accessed November 23, 2020. http://hdl.handle.net/1957/9127.

MLA Handbook (7th Edition):

Mitchell, Mikal Maxwell. “Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.” 2008. Web. 23 Nov 2020.

Vancouver:

Mitchell MM. Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer. [Internet] [Masters thesis]. Oregon State University; 2008. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1957/9127.

Council of Science Editors:

Mitchell MM. Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer. [Masters Thesis]. Oregon State University; 2008. Available from: http://hdl.handle.net/1957/9127


Oregon State University

18. Lehrman, Jora. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.

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

 Many bridges along the Gulf Coast of the United States were damaged by recent hurricanes, and many more are susceptible to similar damage. This research… (more)

Subjects/Keywords: Bridges; Concrete beams  – Testing

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APA (6th Edition):

Lehrman, J. (2010). Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16067

Chicago Manual of Style (16th Edition):

Lehrman, Jora. “Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.” 2010. Masters Thesis, Oregon State University. Accessed November 23, 2020. http://hdl.handle.net/1957/16067.

MLA Handbook (7th Edition):

Lehrman, Jora. “Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.” 2010. Web. 23 Nov 2020.

Vancouver:

Lehrman J. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/1957/16067.

Council of Science Editors:

Lehrman J. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16067


Michigan State University

19. Van Giesen, William O. The effect of salt on the compressive strength of super-cement concrete.

Degree: B.S., 1926, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Van Giesen, W. O. (1926). The effect of salt on the compressive strength of super-cement concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13568

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):

Van Giesen, William O. “The effect of salt on the compressive strength of super-cement concrete.” 1926. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13568.

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

MLA Handbook (7th Edition):

Van Giesen, William O. “The effect of salt on the compressive strength of super-cement concrete.” 1926. Web. 23 Nov 2020.

Vancouver:

Van Giesen WO. The effect of salt on the compressive strength of super-cement concrete. [Internet] [Thesis]. Michigan State University; 1926. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13568.

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

Council of Science Editors:

Van Giesen WO. The effect of salt on the compressive strength of super-cement concrete. [Thesis]. Michigan State University; 1926. Available from: http://etd.lib.msu.edu/islandora/object/etd:13568

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


Michigan State University

20. Workman, Harold Lynden. Bulking of concrete due to using celite sand as an admixture.

Degree: B.S., 1927, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Workman, H. L. (1927). Bulking of concrete due to using celite sand as an admixture. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13901

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):

Workman, Harold Lynden. “Bulking of concrete due to using celite sand as an admixture.” 1927. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13901.

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

MLA Handbook (7th Edition):

Workman, Harold Lynden. “Bulking of concrete due to using celite sand as an admixture.” 1927. Web. 23 Nov 2020.

Vancouver:

Workman HL. Bulking of concrete due to using celite sand as an admixture. [Internet] [Thesis]. Michigan State University; 1927. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13901.

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

Council of Science Editors:

Workman HL. Bulking of concrete due to using celite sand as an admixture. [Thesis]. Michigan State University; 1927. Available from: http://etd.lib.msu.edu/islandora/object/etd:13901

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


Michigan State University

21. Wills, Harry Cecil. Rate of set of internally vibrated concrete mixes.

Degree: B.S., 1937, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Wills, H. C. (1937). Rate of set of internally vibrated concrete mixes. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13966

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):

Wills, Harry Cecil. “Rate of set of internally vibrated concrete mixes.” 1937. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13966.

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

MLA Handbook (7th Edition):

Wills, Harry Cecil. “Rate of set of internally vibrated concrete mixes.” 1937. Web. 23 Nov 2020.

Vancouver:

Wills HC. Rate of set of internally vibrated concrete mixes. [Internet] [Thesis]. Michigan State University; 1937. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13966.

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

Council of Science Editors:

Wills HC. Rate of set of internally vibrated concrete mixes. [Thesis]. Michigan State University; 1937. Available from: http://etd.lib.msu.edu/islandora/object/etd:13966

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


Michigan State University

22. Rathfoot, Harold J. Effect upon the compressive strength of concrete by eliminating curing water.

Degree: B.S., 1927, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Rathfoot, H. J. (1927). Effect upon the compressive strength of concrete by eliminating curing water. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13389

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):

Rathfoot, Harold J. “Effect upon the compressive strength of concrete by eliminating curing water.” 1927. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13389.

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

MLA Handbook (7th Edition):

Rathfoot, Harold J. “Effect upon the compressive strength of concrete by eliminating curing water.” 1927. Web. 23 Nov 2020.

Vancouver:

Rathfoot HJ. Effect upon the compressive strength of concrete by eliminating curing water. [Internet] [Thesis]. Michigan State University; 1927. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13389.

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

Council of Science Editors:

Rathfoot HJ. Effect upon the compressive strength of concrete by eliminating curing water. [Thesis]. Michigan State University; 1927. Available from: http://etd.lib.msu.edu/islandora/object/etd:13389

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


Michigan State University

23. Williams, Chester I. The centrifugal method of testing the consistency of concrete & comparison with the slump cone test.

Degree: B.S., 1924, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Williams, C. I. (1924). The centrifugal method of testing the consistency of concrete & comparison with the slump cone test. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13950

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):

Williams, Chester I. “The centrifugal method of testing the consistency of concrete & comparison with the slump cone test.” 1924. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13950.

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

MLA Handbook (7th Edition):

Williams, Chester I. “The centrifugal method of testing the consistency of concrete & comparison with the slump cone test.” 1924. Web. 23 Nov 2020.

Vancouver:

Williams CI. The centrifugal method of testing the consistency of concrete & comparison with the slump cone test. [Internet] [Thesis]. Michigan State University; 1924. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13950.

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

Council of Science Editors:

Williams CI. The centrifugal method of testing the consistency of concrete & comparison with the slump cone test. [Thesis]. Michigan State University; 1924. Available from: http://etd.lib.msu.edu/islandora/object/etd:13950

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


Michigan State University

24. Reading, Avery J. Fire tests on concrete.

Degree: B.S., 1924, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Reading, A. J. (1924). Fire tests on concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13823

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):

Reading, Avery J. “Fire tests on concrete.” 1924. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13823.

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

MLA Handbook (7th Edition):

Reading, Avery J. “Fire tests on concrete.” 1924. Web. 23 Nov 2020.

Vancouver:

Reading AJ. Fire tests on concrete. [Internet] [Thesis]. Michigan State University; 1924. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13823.

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

Council of Science Editors:

Reading AJ. Fire tests on concrete. [Thesis]. Michigan State University; 1924. Available from: http://etd.lib.msu.edu/islandora/object/etd:13823

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


Michigan State University

25. Troman, Robert A. An experimental study of effects of varying water temperatures on lumnite concrete.

Degree: B.S., 1925, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Troman, R. A. (1925). An experimental study of effects of varying water temperatures on lumnite concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:15643

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):

Troman, Robert A. “An experimental study of effects of varying water temperatures on lumnite concrete.” 1925. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:15643.

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

MLA Handbook (7th Edition):

Troman, Robert A. “An experimental study of effects of varying water temperatures on lumnite concrete.” 1925. Web. 23 Nov 2020.

Vancouver:

Troman RA. An experimental study of effects of varying water temperatures on lumnite concrete. [Internet] [Thesis]. Michigan State University; 1925. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:15643.

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

Council of Science Editors:

Troman RA. An experimental study of effects of varying water temperatures on lumnite concrete. [Thesis]. Michigan State University; 1925. Available from: http://etd.lib.msu.edu/islandora/object/etd:15643

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


Michigan State University

26. MacCreery, William J. An experimental measuring instrument for internal stress in contrete.

Degree: MS, 1950, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

MacCreery, W. J. (1950). An experimental measuring instrument for internal stress in contrete. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:8166

Chicago Manual of Style (16th Edition):

MacCreery, William J. “An experimental measuring instrument for internal stress in contrete.” 1950. Masters Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:8166.

MLA Handbook (7th Edition):

MacCreery, William J. “An experimental measuring instrument for internal stress in contrete.” 1950. Web. 23 Nov 2020.

Vancouver:

MacCreery WJ. An experimental measuring instrument for internal stress in contrete. [Internet] [Masters thesis]. Michigan State University; 1950. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:8166.

Council of Science Editors:

MacCreery WJ. An experimental measuring instrument for internal stress in contrete. [Masters Thesis]. Michigan State University; 1950. Available from: http://etd.lib.msu.edu/islandora/object/etd:8166


Michigan State University

27. McLravy, Glenn J. A study of commercial central concrete mixing plants with which is combined an original research of shrinkage of concrete due to delayed placing & retempering.

Degree: B.S., 1929, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

McLravy, G. J. (1929). A study of commercial central concrete mixing plants with which is combined an original research of shrinkage of concrete due to delayed placing & retempering. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12113

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):

McLravy, Glenn J. “A study of commercial central concrete mixing plants with which is combined an original research of shrinkage of concrete due to delayed placing & retempering.” 1929. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:12113.

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

MLA Handbook (7th Edition):

McLravy, Glenn J. “A study of commercial central concrete mixing plants with which is combined an original research of shrinkage of concrete due to delayed placing & retempering.” 1929. Web. 23 Nov 2020.

Vancouver:

McLravy GJ. A study of commercial central concrete mixing plants with which is combined an original research of shrinkage of concrete due to delayed placing & retempering. [Internet] [Thesis]. Michigan State University; 1929. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12113.

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

Council of Science Editors:

McLravy GJ. A study of commercial central concrete mixing plants with which is combined an original research of shrinkage of concrete due to delayed placing & retempering. [Thesis]. Michigan State University; 1929. Available from: http://etd.lib.msu.edu/islandora/object/etd:12113

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


Michigan State University

28. Long, Stuart D. A research study of concrete set under pressure.

Degree: B.S., 1932, Michigan State University

Subjects/Keywords: Concrete – Testing

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APA (6th Edition):

Long, S. D. (1932). A research study of concrete set under pressure. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12196

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):

Long, Stuart D. “A research study of concrete set under pressure.” 1932. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:12196.

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

MLA Handbook (7th Edition):

Long, Stuart D. “A research study of concrete set under pressure.” 1932. Web. 23 Nov 2020.

Vancouver:

Long SD. A research study of concrete set under pressure. [Internet] [Thesis]. Michigan State University; 1932. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12196.

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

Council of Science Editors:

Long SD. A research study of concrete set under pressure. [Thesis]. Michigan State University; 1932. Available from: http://etd.lib.msu.edu/islandora/object/etd:12196

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


Michigan State University

29. Snyder, George E. An experimental study of early volumetric change in concrete.

Degree: B.S., 1947, Michigan State University

Subjects/Keywords: Concrete – Testing

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

APA (6th Edition):

Snyder, G. E. (1947). An experimental study of early volumetric change in concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13144

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):

Snyder, George E. “An experimental study of early volumetric change in concrete.” 1947. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13144.

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

MLA Handbook (7th Edition):

Snyder, George E. “An experimental study of early volumetric change in concrete.” 1947. Web. 23 Nov 2020.

Vancouver:

Snyder GE. An experimental study of early volumetric change in concrete. [Internet] [Thesis]. Michigan State University; 1947. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13144.

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

Council of Science Editors:

Snyder GE. An experimental study of early volumetric change in concrete. [Thesis]. Michigan State University; 1947. Available from: http://etd.lib.msu.edu/islandora/object/etd:13144

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


Michigan State University

30. Smith, Grant Raymond. A comparison of the strength of concrete relative to the amount of tamping it receives.

Degree: B.S., 1927, Michigan State University

Subjects/Keywords: Concrete – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Smith, G. R. (1927). A comparison of the strength of concrete relative to the amount of tamping it receives. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13082

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):

Smith, Grant Raymond. “A comparison of the strength of concrete relative to the amount of tamping it receives.” 1927. Thesis, Michigan State University. Accessed November 23, 2020. http://etd.lib.msu.edu/islandora/object/etd:13082.

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

MLA Handbook (7th Edition):

Smith, Grant Raymond. “A comparison of the strength of concrete relative to the amount of tamping it receives.” 1927. Web. 23 Nov 2020.

Vancouver:

Smith GR. A comparison of the strength of concrete relative to the amount of tamping it receives. [Internet] [Thesis]. Michigan State University; 1927. [cited 2020 Nov 23]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13082.

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

Council of Science Editors:

Smith GR. A comparison of the strength of concrete relative to the amount of tamping it receives. [Thesis]. Michigan State University; 1927. Available from: http://etd.lib.msu.edu/islandora/object/etd:13082

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

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