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You searched for subject:(Concrete Pavement). Showing records 1 – 30 of 139 total matches.

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University of Waterloo

1. Golroo, Amir. Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates.

Degree: 2010, University of Waterloo

 Pervious Concrete Pavement (PCP) has the potential to provide significant benefits. To better understand the technical, economical, and environmental impacts of PCP, the performance must… (more)

Subjects/Keywords: concrete pavement; modling

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

APA (6th Edition):

Golroo, A. (2010). Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/4934

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):

Golroo, Amir. “Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates.” 2010. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/4934.

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

MLA Handbook (7th Edition):

Golroo, Amir. “Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates.” 2010. Web. 13 Nov 2019.

Vancouver:

Golroo A. Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/4934.

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

Council of Science Editors:

Golroo A. Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/4934

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


Texas A&M University

2. Park, Hyunsoung. Environmental, Economic, and Social Impacts of Concrete Pavement Material Choices: A Life-Cycle Assessment Approach.

Degree: 2014, Texas A&M University

 Most of the transportation systems in the United States were constructed during construction booming periods between the 1950?s and 1980?s with the maximum 20-year serviceable… (more)

Subjects/Keywords: Concrete Pavement; Life Cycle Assessment

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APA (6th Edition):

Park, H. (2014). Environmental, Economic, and Social Impacts of Concrete Pavement Material Choices: A Life-Cycle Assessment Approach. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154201

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):

Park, Hyunsoung. “Environmental, Economic, and Social Impacts of Concrete Pavement Material Choices: A Life-Cycle Assessment Approach.” 2014. Thesis, Texas A&M University. Accessed November 13, 2019. http://hdl.handle.net/1969.1/154201.

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

MLA Handbook (7th Edition):

Park, Hyunsoung. “Environmental, Economic, and Social Impacts of Concrete Pavement Material Choices: A Life-Cycle Assessment Approach.” 2014. Web. 13 Nov 2019.

Vancouver:

Park H. Environmental, Economic, and Social Impacts of Concrete Pavement Material Choices: A Life-Cycle Assessment Approach. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1969.1/154201.

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

Council of Science Editors:

Park H. Environmental, Economic, and Social Impacts of Concrete Pavement Material Choices: A Life-Cycle Assessment Approach. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154201

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


University of New South Wales

3. Yang, Yang. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.

Degree: Civil & Environmental Engineering, 2018, University of New South Wales

 This thesis presents a finite element model for the analysis of concrete pavement blow-ups which are also known as concrete pavement thermal buckles. Concrete blow-ups… (more)

Subjects/Keywords: concrete pavement; buckling; thermal buckling

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APA (6th Edition):

Yang, Y. (2018). Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yang, Yang. “Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.” 2018. Masters Thesis, University of New South Wales. Accessed November 13, 2019. http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yang, Yang. “Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.” 2018. Web. 13 Nov 2019.

Vancouver:

Yang Y. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. [Internet] [Masters thesis]. University of New South Wales; 2018. [cited 2019 Nov 13]. Available from: http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true.

Council of Science Editors:

Yang Y. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. [Masters Thesis]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true


Oklahoma State University

4. Alwehaidah, Nasser M. Development of Precast, Prestressed Concrete Pavement Technology.

Degree: Civil & Environmental Engineering, 2013, Oklahoma State University

 Precast prestressed concrete pavement (PPCP) can provide many advantages over other pavement alternatives whether asphalt or concrete. The possible advantages are thinner pavement, faster construction,… (more)

Subjects/Keywords: concrete; pavement; post-tension; ppcp; precast; prestressed

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

APA (6th Edition):

Alwehaidah, N. M. (2013). Development of Precast, Prestressed Concrete Pavement Technology. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/14695

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):

Alwehaidah, Nasser M. “Development of Precast, Prestressed Concrete Pavement Technology.” 2013. Thesis, Oklahoma State University. Accessed November 13, 2019. http://hdl.handle.net/11244/14695.

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

MLA Handbook (7th Edition):

Alwehaidah, Nasser M. “Development of Precast, Prestressed Concrete Pavement Technology.” 2013. Web. 13 Nov 2019.

Vancouver:

Alwehaidah NM. Development of Precast, Prestressed Concrete Pavement Technology. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11244/14695.

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

Council of Science Editors:

Alwehaidah NM. Development of Precast, Prestressed Concrete Pavement Technology. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/14695

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


Kansas State University

5. Daily, Koby Francis. Evaluation of lower quality recycled PCCP for Portland Cement Treated Base (PCTB).

Degree: MS, Department of Civil Engineering, 2018, Kansas State University

 With recycled concrete aggregates (RCA) becoming a more popular and cost effective alternative to virgin aggregate, the Kansas Department of Transportation (KDOT) looks to incorporate… (more)

Subjects/Keywords: Concrete; Base; Civil; Pavement; Daily; KDOT

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

APA (6th Edition):

Daily, K. F. (2018). Evaluation of lower quality recycled PCCP for Portland Cement Treated Base (PCTB). (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38837

Chicago Manual of Style (16th Edition):

Daily, Koby Francis. “Evaluation of lower quality recycled PCCP for Portland Cement Treated Base (PCTB).” 2018. Masters Thesis, Kansas State University. Accessed November 13, 2019. http://hdl.handle.net/2097/38837.

MLA Handbook (7th Edition):

Daily, Koby Francis. “Evaluation of lower quality recycled PCCP for Portland Cement Treated Base (PCTB).” 2018. Web. 13 Nov 2019.

Vancouver:

Daily KF. Evaluation of lower quality recycled PCCP for Portland Cement Treated Base (PCTB). [Internet] [Masters thesis]. Kansas State University; 2018. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/2097/38837.

Council of Science Editors:

Daily KF. Evaluation of lower quality recycled PCCP for Portland Cement Treated Base (PCTB). [Masters Thesis]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38837


University of Waterloo

6. Rahman, Sonia. Development of Durability Performance Related Test Methods for Pervious Concrete Pavement.

Degree: 2015, University of Waterloo

 Sustainability has become one of the most important design factors for pavement engineers over the last several years. Much of this focus has been on… (more)

Subjects/Keywords: Sustainability; Pervious concrete pavement; Test methods

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

APA (6th Edition):

Rahman, S. (2015). Development of Durability Performance Related Test Methods for Pervious Concrete Pavement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9295

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):

Rahman, Sonia. “Development of Durability Performance Related Test Methods for Pervious Concrete Pavement.” 2015. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/9295.

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

MLA Handbook (7th Edition):

Rahman, Sonia. “Development of Durability Performance Related Test Methods for Pervious Concrete Pavement.” 2015. Web. 13 Nov 2019.

Vancouver:

Rahman S. Development of Durability Performance Related Test Methods for Pervious Concrete Pavement. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/9295.

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

Council of Science Editors:

Rahman S. Development of Durability Performance Related Test Methods for Pervious Concrete Pavement. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9295

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


University of Minnesota

7. Hoegh, Kyle Edward. Ultrasonic linear array evaluation of concrete pavements.

Degree: PhD, Civil Engineering, 2013, University of Minnesota

 Nondestructive evaluation is an important tool for assurance of proper construction practices and selection of rehabilitation procedures for civil infrastructure. Improvements in technology for testing… (more)

Subjects/Keywords: Array; Concrete; nde; ndt; Pavement; Ultrasound

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APA (6th Edition):

Hoegh, K. E. (2013). Ultrasonic linear array evaluation of concrete pavements. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/155823

Chicago Manual of Style (16th Edition):

Hoegh, Kyle Edward. “Ultrasonic linear array evaluation of concrete pavements.” 2013. Doctoral Dissertation, University of Minnesota. Accessed November 13, 2019. http://purl.umn.edu/155823.

MLA Handbook (7th Edition):

Hoegh, Kyle Edward. “Ultrasonic linear array evaluation of concrete pavements.” 2013. Web. 13 Nov 2019.

Vancouver:

Hoegh KE. Ultrasonic linear array evaluation of concrete pavements. [Internet] [Doctoral dissertation]. University of Minnesota; 2013. [cited 2019 Nov 13]. Available from: http://purl.umn.edu/155823.

Council of Science Editors:

Hoegh KE. Ultrasonic linear array evaluation of concrete pavements. [Doctoral Dissertation]. University of Minnesota; 2013. Available from: http://purl.umn.edu/155823


Virginia Tech

8. Priddy, Lucy Phillips. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs.

Degree: PhD, Civil and Environmental Engineering, 2014, Virginia Tech

 Both the identification and validation of expedient portland cement concrete (PCC) repair technologies have been the focus of the pavements research community for decades due… (more)

Subjects/Keywords: concrete pavement; pavement repair; full-scale field testing; finite element modeling; airfield; precast concrete

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

APA (6th Edition):

Priddy, L. P. (2014). Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56952

Chicago Manual of Style (16th Edition):

Priddy, Lucy Phillips. “Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs.” 2014. Doctoral Dissertation, Virginia Tech. Accessed November 13, 2019. http://hdl.handle.net/10919/56952.

MLA Handbook (7th Edition):

Priddy, Lucy Phillips. “Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs.” 2014. Web. 13 Nov 2019.

Vancouver:

Priddy LP. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10919/56952.

Council of Science Editors:

Priddy LP. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/56952


University of Waterloo

9. Malek, Dahlia. Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis.

Degree: 2019, University of Waterloo

 Precast concrete inlay panels (PCIPs) are a unique application of precast concrete pavement used for overnight rehabilitations of high-traffic volume asphalt highways exhibiting structural rutting… (more)

Subjects/Keywords: pavement; highway rehabilitation; finite element analysis; support condition; precast concrete pavement; precast concrete inlay panels

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

APA (6th Edition):

Malek, D. (2019). Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14871

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):

Malek, Dahlia. “Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis.” 2019. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/14871.

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

MLA Handbook (7th Edition):

Malek, Dahlia. “Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis.” 2019. Web. 13 Nov 2019.

Vancouver:

Malek D. Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/14871.

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

Council of Science Editors:

Malek D. Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14871

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


University of Waterloo

10. Oyediji, Oluremi. Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance.

Degree: 2019, University of Waterloo

 The resilience of concrete pavement to flood impact has remained positive based on previous experimental investigations and overtime recommended as a pre-flood adaptation strategy in… (more)

Subjects/Keywords: climate change; flooding; concrete pavement; rigid pavement; jointed plain concrete pavement; pavement design; flood damage; AASHTOWare Pavement ME; MEPDG; local calibration; transverse cracking model

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APA (6th Edition):

Oyediji, O. (2019). Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14914

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):

Oyediji, Oluremi. “Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance.” 2019. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/14914.

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

MLA Handbook (7th Edition):

Oyediji, Oluremi. “Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance.” 2019. Web. 13 Nov 2019.

Vancouver:

Oyediji O. Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/14914.

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

Council of Science Editors:

Oyediji O. Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14914

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


University of Illinois – Urbana-Champaign

11. Ferrebee, Eric. Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements.

Degree: MS, 0106, 2015, University of Illinois – Urbana-Champaign

 The heightened interest in sustainability applied to the roadway industry has highlighted the need for suitable quantitative analysis tools for assessing the environmental impact of… (more)

Subjects/Keywords: Life cycle assessment (LCA); environmental impact; sustainability; concrete pavement; pavement; continuously reinforced concrete pavement (CRCP); jointed plain concrete pavement (JPCP); supplementary cementitious materials (SCMs)

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

APA (6th Edition):

Ferrebee, E. (2015). Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/72844

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):

Ferrebee, Eric. “Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed November 13, 2019. http://hdl.handle.net/2142/72844.

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

MLA Handbook (7th Edition):

Ferrebee, Eric. “Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements.” 2015. Web. 13 Nov 2019.

Vancouver:

Ferrebee E. Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/2142/72844.

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

Council of Science Editors:

Ferrebee E. Development of the materials, construction, and maintenance phases of a life cycle assessment tool for pavements. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/72844

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


Ohio University

12. Hatton, Drew C. Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases.

Degree: MS, Civil Engineering (Engineering and Technology), 2011, Ohio University

  This research presents the evaluation and comparison of two Portland-cement concrete (PCC) pavement test sections with cement-treated permeable bases (CTPB) and dense-graded aggregate bases… (more)

Subjects/Keywords: Civil Engineering; concrete pavement; cement-treated aggregate base; base selection; truck testinig; rigid pavement

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APA (6th Edition):

Hatton, D. C. (2011). Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307112876

Chicago Manual of Style (16th Edition):

Hatton, Drew C. “Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases.” 2011. Masters Thesis, Ohio University. Accessed November 13, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307112876.

MLA Handbook (7th Edition):

Hatton, Drew C. “Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases.” 2011. Web. 13 Nov 2019.

Vancouver:

Hatton DC. Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases. [Internet] [Masters thesis]. Ohio University; 2011. [cited 2019 Nov 13]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307112876.

Council of Science Editors:

Hatton DC. Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases. [Masters Thesis]. Ohio University; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307112876


Brno University of Technology

13. Šmol, Tomáš. Analýza časové náročnosti výstavby stavebního objektu .

Degree: 2019, Brno University of Technology

 Tato bakalářská práce se zaměřuje na posouzení časové náročnosti stavebních prací při rekonstrukci určitého úseku dálnice D1 a D2 a porovnává jednotlivé vybrané úseky s… (more)

Subjects/Keywords: Dálnice; rekonstrukce; modernizace; betonové vozovky; asfaltové vozovky; Highway; reconstruction; modernization; concrete pavement; asphalt pavement

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APA (6th Edition):

Šmol, T. (2019). Analýza časové náročnosti výstavby stavebního objektu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179767

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):

Šmol, Tomáš. “Analýza časové náročnosti výstavby stavebního objektu .” 2019. Thesis, Brno University of Technology. Accessed November 13, 2019. http://hdl.handle.net/11012/179767.

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

MLA Handbook (7th Edition):

Šmol, Tomáš. “Analýza časové náročnosti výstavby stavebního objektu .” 2019. Web. 13 Nov 2019.

Vancouver:

Šmol T. Analýza časové náročnosti výstavby stavebního objektu . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11012/179767.

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

Council of Science Editors:

Šmol T. Analýza časové náročnosti výstavby stavebního objektu . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179767

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


Texas A&M University

14. Neshvadian Bakhsh, Keivan. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.

Degree: 2014, Texas A&M University

 The primary purpose of sealing joints in rigid pavement is to prevent or reduce the amount of water infiltrating into pavement structure. It is well… (more)

Subjects/Keywords: Pavement Infrastructure; Pavement Sustainability; Concrete Pavement; Pavement Performance; Pavement Materials; Pavement Mechanistic Empirical Modeling; Sealant Effectiveness; Joint Sealant; Seal/no Seal; Infiltration Test; Flow Test; Sealant Adhesive Failure; Sealant Installation; Subbase Erosion; Subgrade Erosion; Pavement Drainage; Faulting Mechanism; Faulting Damage Modeling; Faulting Distress; Hamburg Erosion Test; Pavement Interface Shear Stress; Pavement Interface Shear Strength; Pavement Management Performance Modeling; Infrastructure Managment

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

APA (6th Edition):

Neshvadian Bakhsh, K. (2014). Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153575

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):

Neshvadian Bakhsh, Keivan. “Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.” 2014. Thesis, Texas A&M University. Accessed November 13, 2019. http://hdl.handle.net/1969.1/153575.

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

MLA Handbook (7th Edition):

Neshvadian Bakhsh, Keivan. “Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.” 2014. Web. 13 Nov 2019.

Vancouver:

Neshvadian Bakhsh K. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1969.1/153575.

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

Council of Science Editors:

Neshvadian Bakhsh K. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153575

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


University of Waterloo

15. Pickel, Daniel. Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario.

Degree: 2018, University of Waterloo

 The Ministry of Transportation of Ontario (MTO) has responsibility for many high-volume highways throughout the province of Ontario, including the 400-series highways. Several of these… (more)

Subjects/Keywords: Pavement rehabilitation; Precast concrete; Precast concrete inlay panels; Construction methods; Support conditions

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APA (6th Edition):

Pickel, D. (2018). Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/13540

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):

Pickel, Daniel. “Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario.” 2018. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/13540.

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

MLA Handbook (7th Edition):

Pickel, Daniel. “Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario.” 2018. Web. 13 Nov 2019.

Vancouver:

Pickel D. Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/13540.

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

Council of Science Editors:

Pickel D. Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/13540

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


University of Minnesota

16. Hansen, Bryce. Post-Crack Behavior of Macro-Fiber Reinforced Concrete.

Degree: MS, Civil Engineering, 2018, University of Minnesota

 Structural fibers are used in thin concrete overlays, pavements, and many other civil engineering structures for improving concretes long-term performance. These fibers improve the structural… (more)

Subjects/Keywords: Concrete Pavement Joint Behavior; Fiber Reinforced Concrete; Load Transfer Efficiency; Macro Fibers

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

APA (6th Edition):

Hansen, B. (2018). Post-Crack Behavior of Macro-Fiber Reinforced Concrete. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/201003

Chicago Manual of Style (16th Edition):

Hansen, Bryce. “Post-Crack Behavior of Macro-Fiber Reinforced Concrete.” 2018. Masters Thesis, University of Minnesota. Accessed November 13, 2019. http://hdl.handle.net/11299/201003.

MLA Handbook (7th Edition):

Hansen, Bryce. “Post-Crack Behavior of Macro-Fiber Reinforced Concrete.” 2018. Web. 13 Nov 2019.

Vancouver:

Hansen B. Post-Crack Behavior of Macro-Fiber Reinforced Concrete. [Internet] [Masters thesis]. University of Minnesota; 2018. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11299/201003.

Council of Science Editors:

Hansen B. Post-Crack Behavior of Macro-Fiber Reinforced Concrete. [Masters Thesis]. University of Minnesota; 2018. Available from: http://hdl.handle.net/11299/201003

17. Tseng, Ester. Reciclagem total de pavimentos de concreto como agregados para construção de novos pavimentos de concreto: o caso do Rodoanel Metropolitano Mário Covas.

Degree: Mestrado, Engenharia de Transportes, 2010, University of São Paulo

O estudo da reciclagem de pavimentos de concreto para utilização em novos pavimentos tem se mostrado de grande importância haja vista a quantidade de materiais… (more)

Subjects/Keywords: Aggregates; Agregados; Britagem; Concrete pavement; Crushing; Pavimento de concreto; Reciclagem; Recycling

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APA (6th Edition):

Tseng, E. (2010). Reciclagem total de pavimentos de concreto como agregados para construção de novos pavimentos de concreto: o caso do Rodoanel Metropolitano Mário Covas. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-20102010-164010/ ;

Chicago Manual of Style (16th Edition):

Tseng, Ester. “Reciclagem total de pavimentos de concreto como agregados para construção de novos pavimentos de concreto: o caso do Rodoanel Metropolitano Mário Covas.” 2010. Masters Thesis, University of São Paulo. Accessed November 13, 2019. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-20102010-164010/ ;.

MLA Handbook (7th Edition):

Tseng, Ester. “Reciclagem total de pavimentos de concreto como agregados para construção de novos pavimentos de concreto: o caso do Rodoanel Metropolitano Mário Covas.” 2010. Web. 13 Nov 2019.

Vancouver:

Tseng E. Reciclagem total de pavimentos de concreto como agregados para construção de novos pavimentos de concreto: o caso do Rodoanel Metropolitano Mário Covas. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2019 Nov 13]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-20102010-164010/ ;.

Council of Science Editors:

Tseng E. Reciclagem total de pavimentos de concreto como agregados para construção de novos pavimentos de concreto: o caso do Rodoanel Metropolitano Mário Covas. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-20102010-164010/ ;


Texas A&M University

18. Yeon, Jaeheum. Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies.

Degree: 2017, Texas A&M University

 Conventional methods for repairing damages to concrete pavement require a certain amount of time, regardless of the scale of the harm. The area must first… (more)

Subjects/Keywords: 3D Scanning; 3D Printing; Spall; Repair; Concrete Pavement; Epoxy-Resin; Adhesive

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APA (6th Edition):

Yeon, J. (2017). Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161378

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):

Yeon, Jaeheum. “Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies.” 2017. Thesis, Texas A&M University. Accessed November 13, 2019. http://hdl.handle.net/1969.1/161378.

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

MLA Handbook (7th Edition):

Yeon, Jaeheum. “Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies.” 2017. Web. 13 Nov 2019.

Vancouver:

Yeon J. Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1969.1/161378.

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

Council of Science Editors:

Yeon J. Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161378

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


Louisiana State University

19. Dylla, Heather. The effects of highway environmental conditions on photocatalytic pavement's ability to reduce nitrogen oxides.

Degree: MSES, Construction Engineering and Management, 2011, Louisiana State University

  Nitrogen oxides (NOx) emitted from vehicle exhaust are associated with negative health impacts and are a precursor to ozone. Self-cleaning, air-purifying concrete pavement is… (more)

Subjects/Keywords: Sustainable concrete pavement construction; Photocatalytic Pavements; Titanium Dioxide; Nitrogen Oxides

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APA (6th Edition):

Dylla, H. (2011). The effects of highway environmental conditions on photocatalytic pavement's ability to reduce nitrogen oxides. (Masters Thesis). Louisiana State University. Retrieved from etd-06232011-172653 ; https://digitalcommons.lsu.edu/gradschool_theses/240

Chicago Manual of Style (16th Edition):

Dylla, Heather. “The effects of highway environmental conditions on photocatalytic pavement's ability to reduce nitrogen oxides.” 2011. Masters Thesis, Louisiana State University. Accessed November 13, 2019. etd-06232011-172653 ; https://digitalcommons.lsu.edu/gradschool_theses/240.

MLA Handbook (7th Edition):

Dylla, Heather. “The effects of highway environmental conditions on photocatalytic pavement's ability to reduce nitrogen oxides.” 2011. Web. 13 Nov 2019.

Vancouver:

Dylla H. The effects of highway environmental conditions on photocatalytic pavement's ability to reduce nitrogen oxides. [Internet] [Masters thesis]. Louisiana State University; 2011. [cited 2019 Nov 13]. Available from: etd-06232011-172653 ; https://digitalcommons.lsu.edu/gradschool_theses/240.

Council of Science Editors:

Dylla H. The effects of highway environmental conditions on photocatalytic pavement's ability to reduce nitrogen oxides. [Masters Thesis]. Louisiana State University; 2011. Available from: etd-06232011-172653 ; https://digitalcommons.lsu.edu/gradschool_theses/240


Oklahoma State University

20. Hajibabaee bana, Amir. Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 Reducing the deformation in concrete pavements through the use of curing at early ages was the main concern of this study. In this project, supported… (more)

Subjects/Keywords: concrete pavement; curing compound; curling; drying shrinkage; moisture gradient; wet curing

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APA (6th Edition):

Hajibabaee bana, A. (2011). Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10126

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):

Hajibabaee bana, Amir. “Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques.” 2011. Thesis, Oklahoma State University. Accessed November 13, 2019. http://hdl.handle.net/11244/10126.

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

MLA Handbook (7th Edition):

Hajibabaee bana, Amir. “Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques.” 2011. Web. 13 Nov 2019.

Vancouver:

Hajibabaee bana A. Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11244/10126.

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

Council of Science Editors:

Hajibabaee bana A. Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10126

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


Oklahoma State University

21. Hajibabaee bana, Amir. Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 Reducing the deformation in concrete pavements through the use of curing at early ages was the main concern of this study. In this project, supported… (more)

Subjects/Keywords: concrete pavement; curing compound; curling; drying shrinkage; moisture gradient; wet curing

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APA (6th Edition):

Hajibabaee bana, A. (2011). Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/47014

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):

Hajibabaee bana, Amir. “Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques.” 2011. Thesis, Oklahoma State University. Accessed November 13, 2019. http://hdl.handle.net/11244/47014.

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

MLA Handbook (7th Edition):

Hajibabaee bana, Amir. “Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques.” 2011. Web. 13 Nov 2019.

Vancouver:

Hajibabaee bana A. Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11244/47014.

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

Council of Science Editors:

Hajibabaee bana A. Reducing Curling from Drying Shrinkage of Concrete Pavements Through the Use of Different Curing Techniques. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/47014

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


Iowa State University

22. Sikkema, Joel K. Photocatalytic degradation of NOx by concrete pavement containing TiO2.

Degree: 2013, Iowa State University

 Emissions from motor vehicles cause the concentrations of nitrogen oxides (NOx) in the immediate vicinity of highways to be 30-100% higher than background concentrations. Photocatalytic… (more)

Subjects/Keywords: Concrete; Nitrogen oxides; Photocatalytic pavement; Titanium dioxide; Civil Engineering; Environmental Engineering

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APA (6th Edition):

Sikkema, J. K. (2013). Photocatalytic degradation of NOx by concrete pavement containing TiO2. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/13486

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):

Sikkema, Joel K. “Photocatalytic degradation of NOx by concrete pavement containing TiO2.” 2013. Thesis, Iowa State University. Accessed November 13, 2019. https://lib.dr.iastate.edu/etd/13486.

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

MLA Handbook (7th Edition):

Sikkema, Joel K. “Photocatalytic degradation of NOx by concrete pavement containing TiO2.” 2013. Web. 13 Nov 2019.

Vancouver:

Sikkema JK. Photocatalytic degradation of NOx by concrete pavement containing TiO2. [Internet] [Thesis]. Iowa State University; 2013. [cited 2019 Nov 13]. Available from: https://lib.dr.iastate.edu/etd/13486.

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

Council of Science Editors:

Sikkema JK. Photocatalytic degradation of NOx by concrete pavement containing TiO2. [Thesis]. Iowa State University; 2013. Available from: https://lib.dr.iastate.edu/etd/13486

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


University of Waterloo

23. Adhikari,Sudip. Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs.

Degree: 2008, University of Waterloo

 Interlocking Concrete Pavements (ICP) have been successfully used in many pavement applications all across the world. ICP design and analysis methods, construction practices and materials… (more)

Subjects/Keywords: Interlocking Concrete Pavement; Performance Evaluation

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APA (6th Edition):

Adhikari,Sudip. (2008). Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/4157

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

Chicago Manual of Style (16th Edition):

Adhikari,Sudip. “Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs.” 2008. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/4157.

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

MLA Handbook (7th Edition):

Adhikari,Sudip. “Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs.” 2008. Web. 13 Nov 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Adhikari,Sudip. Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/4157.

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

Council of Science Editors:

Adhikari,Sudip. Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/4157

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


University of Waterloo

24. Averyanov, Sergey. ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL.

Degree: 2018, University of Waterloo

 Canada has the second largest territory in the world and its pavement network has over 1,000,000 km of roads spread over regions with various existing… (more)

Subjects/Keywords: Lightweight Cellular Concrete; Construction; Subbase Material; Pavement Design; Pavements

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APA (6th Edition):

Averyanov, S. (2018). ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/13731

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):

Averyanov, Sergey. “ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL.” 2018. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/13731.

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

MLA Handbook (7th Edition):

Averyanov, Sergey. “ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL.” 2018. Web. 13 Nov 2019.

Vancouver:

Averyanov S. ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/13731.

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

Council of Science Editors:

Averyanov S. ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/13731

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


University of Waterloo

25. Levy, Cyril. Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement.

Degree: 2010, University of Waterloo

 Dowel bars in jointed plain concrete pavement (JPCP) have the important function of transferring wheel loads from one slab to the other, hence ensuring that… (more)

Subjects/Keywords: Jointed concrete pavement; Dowel bar; Misalignment; Environmental loading

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APA (6th Edition):

Levy, C. (2010). Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5028

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):

Levy, Cyril. “Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement.” 2010. Thesis, University of Waterloo. Accessed November 13, 2019. http://hdl.handle.net/10012/5028.

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

MLA Handbook (7th Edition):

Levy, Cyril. “Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement.” 2010. Web. 13 Nov 2019.

Vancouver:

Levy C. Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10012/5028.

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

Council of Science Editors:

Levy C. Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5028

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


University of Minnesota

26. Lederle, Rita Elizabeth. Development of a longitudinal cracking fatigue damage model for jointed plain concrete pavements using the principles of similarity.

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

 Mechanistic-empirical (M-E) pavement design computes stresses induced in a concrete slab due to applied traffic and environmental loads, and correlates these stresses to distress levels… (more)

Subjects/Keywords: Concrete pavement,; JPCP; Longitudinal cracking; MEPDG; Similarity; Civil engineering

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APA (6th Edition):

Lederle, R. E. (2014). Development of a longitudinal cracking fatigue damage model for jointed plain concrete pavements using the principles of similarity. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/170149

Chicago Manual of Style (16th Edition):

Lederle, Rita Elizabeth. “Development of a longitudinal cracking fatigue damage model for jointed plain concrete pavements using the principles of similarity.” 2014. Doctoral Dissertation, University of Minnesota. Accessed November 13, 2019. http://hdl.handle.net/11299/170149.

MLA Handbook (7th Edition):

Lederle, Rita Elizabeth. “Development of a longitudinal cracking fatigue damage model for jointed plain concrete pavements using the principles of similarity.” 2014. Web. 13 Nov 2019.

Vancouver:

Lederle RE. Development of a longitudinal cracking fatigue damage model for jointed plain concrete pavements using the principles of similarity. [Internet] [Doctoral dissertation]. University of Minnesota; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11299/170149.

Council of Science Editors:

Lederle RE. Development of a longitudinal cracking fatigue damage model for jointed plain concrete pavements using the principles of similarity. [Doctoral Dissertation]. University of Minnesota; 2014. Available from: http://hdl.handle.net/11299/170149


University of Illinois – Urbana-Champaign

27. Rao, Shreenath P. Characterizing effective built-in curling and its effect on concrete pavement cracking.

Degree: PhD, Civil Engineering, 2005, University of Illinois – Urbana-Champaign

 Differential expansion and contraction between the top and bottom of a concrete slab results in curling. Curling affects stresses and deflections and is an important… (more)

Subjects/Keywords: curling; concrete pavement cracking

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APA (6th Edition):

Rao, S. P. (2005). Characterizing effective built-in curling and its effect on concrete pavement cracking. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29960

Chicago Manual of Style (16th Edition):

Rao, Shreenath P. “Characterizing effective built-in curling and its effect on concrete pavement cracking.” 2005. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed November 13, 2019. http://hdl.handle.net/2142/29960.

MLA Handbook (7th Edition):

Rao, Shreenath P. “Characterizing effective built-in curling and its effect on concrete pavement cracking.” 2005. Web. 13 Nov 2019.

Vancouver:

Rao SP. Characterizing effective built-in curling and its effect on concrete pavement cracking. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2005. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/2142/29960.

Council of Science Editors:

Rao SP. Characterizing effective built-in curling and its effect on concrete pavement cracking. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2005. Available from: http://hdl.handle.net/2142/29960


University of Manitoba

28. Ghazy, Ahmed. Concrete pavements: deterioration due to de-icing salts and repair.

Degree: Civil Engineering, 2017, University of Manitoba

 With intensive use of chloride-based ice control chemicals for winter maintenance operations (de-icing, anti-icing and pre-wetting), concrete pavements may undergo significant alterations resulting in adverse… (more)

Subjects/Keywords: Concrete Pavement; De-icing Salts; Freeze-thaw cycles; Wet-dry cycles

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

APA (6th Edition):

Ghazy, A. (2017). Concrete pavements: deterioration due to de-icing salts and repair. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32848

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):

Ghazy, Ahmed. “Concrete pavements: deterioration due to de-icing salts and repair.” 2017. Thesis, University of Manitoba. Accessed November 13, 2019. http://hdl.handle.net/1993/32848.

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

MLA Handbook (7th Edition):

Ghazy, Ahmed. “Concrete pavements: deterioration due to de-icing salts and repair.” 2017. Web. 13 Nov 2019.

Vancouver:

Ghazy A. Concrete pavements: deterioration due to de-icing salts and repair. [Internet] [Thesis]. University of Manitoba; 2017. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1993/32848.

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

Council of Science Editors:

Ghazy A. Concrete pavements: deterioration due to de-icing salts and repair. [Thesis]. University of Manitoba; 2017. Available from: http://hdl.handle.net/1993/32848

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


Iowa State University

29. Arabzadeh, Ali. Nano-engineered heated pavements.

Degree: 2018, Iowa State University

 Millions of dollars are spent annually for removing ice and snow from paved surfaces using conventional techniques such as deployment of snow plowing equipment and… (more)

Subjects/Keywords: Asphalt; concrete; heated pavement; ice-phobic; Nano-technology; superhydrophobic; Civil Engineering

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

APA (6th Edition):

Arabzadeh, A. (2018). Nano-engineered heated pavements. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/17140

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):

Arabzadeh, Ali. “Nano-engineered heated pavements.” 2018. Thesis, Iowa State University. Accessed November 13, 2019. https://lib.dr.iastate.edu/etd/17140.

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

MLA Handbook (7th Edition):

Arabzadeh, Ali. “Nano-engineered heated pavements.” 2018. Web. 13 Nov 2019.

Vancouver:

Arabzadeh A. Nano-engineered heated pavements. [Internet] [Thesis]. Iowa State University; 2018. [cited 2019 Nov 13]. Available from: https://lib.dr.iastate.edu/etd/17140.

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

Council of Science Editors:

Arabzadeh A. Nano-engineered heated pavements. [Thesis]. Iowa State University; 2018. Available from: https://lib.dr.iastate.edu/etd/17140

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


Ohio University

30. Pernas, Jose A. Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio.

Degree: MS, Civil Engineering (Engineering and Technology), 2009, Ohio University

  Along U.S. Route 23, north of Delaware, OH, five sections of concrete pavement were instrumented during the summer of 2007. All the properties and… (more)

Subjects/Keywords: Civil Engineering; Engineering; Transportation; civil engineering; concrete pavement; rigid pavement; strains in concrete; stresses in concrete; influence of aggregate size on the performance of rigid pavement; influence of joint spacing on the performance of rigid pavement

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

APA (6th Edition):

Pernas, J. A. (2009). Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075

Chicago Manual of Style (16th Edition):

Pernas, Jose A. “Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio.” 2009. Masters Thesis, Ohio University. Accessed November 13, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075.

MLA Handbook (7th Edition):

Pernas, Jose A. “Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio.” 2009. Web. 13 Nov 2019.

Vancouver:

Pernas JA. Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio. [Internet] [Masters thesis]. Ohio University; 2009. [cited 2019 Nov 13]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075.

Council of Science Editors:

Pernas JA. Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio. [Masters Thesis]. Ohio University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075

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