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You searched for subject:(jointed plain concrete pavement JPCP ). Showing records 1 – 30 of 6654 total matches.

[1] [2] [3] [4] [5] … [222]

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University of Illinois – Urbana-Champaign

1. 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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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


University of Minnesota

2. 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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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 Waterloo

3. 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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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

4. Won, Hoonill. The evaluation of bonded continuously reinforced concrete overlay over distressed jointed concrete pavement.

Degree: Civil Engineering, 2011, Texas Tech University

 Many lane miles of Jointed Concrete Pavement (JCP) have passed their design life and have suffered with problematic distresses. Even though extensive repair work has… (more)

Subjects/Keywords: Continuously reinforced concrete pavement; Jointed concrete pavement; Bonded concrete overlay

…4,000 lane miles of plain jointed concrete pavement (JCP) maintained by the Texas… …LIST OF ABBREVIATIONS CRCP: Continuously Reinforced Concrete Pavement JCP: Jointed Concrete… …Pavement BCO: Bonded Concrete Overlay CTE: Coefficient of Thermal Expansion VWSG: Vibrating Wire… …research project 0-6274, continuously reinforced concrete pavement (CRCP) performs very… …shrinkage has already developed for the existing JCP, because this concrete pavement was built… 

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APA (6th Edition):

Won, H. (2011). The evaluation of bonded continuously reinforced concrete overlay over distressed jointed concrete pavement. (Masters Thesis). Texas Tech University. Retrieved from http://hdl.handle.net/2346/ETD-TTU-2011-08-1667

Chicago Manual of Style (16th Edition):

Won, Hoonill. “The evaluation of bonded continuously reinforced concrete overlay over distressed jointed concrete pavement.” 2011. Masters Thesis, Texas Tech University. Accessed September 22, 2017. http://hdl.handle.net/2346/ETD-TTU-2011-08-1667.

MLA Handbook (7th Edition):

Won, Hoonill. “The evaluation of bonded continuously reinforced concrete overlay over distressed jointed concrete pavement.” 2011. Web. 22 Sep 2017.

Vancouver:

Won H. The evaluation of bonded continuously reinforced concrete overlay over distressed jointed concrete pavement. [Internet] [Masters thesis]. Texas Tech University; 2011. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2346/ETD-TTU-2011-08-1667.

Council of Science Editors:

Won H. The evaluation of bonded continuously reinforced concrete overlay over distressed jointed concrete pavement. [Masters Thesis]. Texas Tech University; 2011. Available from: http://hdl.handle.net/2346/ETD-TTU-2011-08-1667


Ohio University

5. Ambrosino, Joel D. Evaluation of Rigid Pavement Rehabilitation Methods Using an Unbonded Concrete Overlay.

Degree: MS, Civil Engineering (Engineering), 2007, Ohio University

  In New York State, Interstate 86 exhibited major distresses and the jointed reinforced portland cement concrete pavement (JRCP) and was in need of rehabilitation… (more)

Subjects/Keywords: Unbonded concrete overlay; Rigid pavement rehabilitation; PCC instrumentation; JRCP; JPCP; Interstate 86; I-86; Strain; Deflection; Curling; Thermal Gradient; Pavement Temperature; Loss of support; Fracturing techniques; Rubbilize; Rubbilization

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APA (6th Edition):

Ambrosino, J. D. (2007). Evaluation of Rigid Pavement Rehabilitation Methods Using an Unbonded Concrete Overlay. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1180983082

Chicago Manual of Style (16th Edition):

Ambrosino, Joel D. “Evaluation of Rigid Pavement Rehabilitation Methods Using an Unbonded Concrete Overlay.” 2007. Masters Thesis, Ohio University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1180983082.

MLA Handbook (7th Edition):

Ambrosino, Joel D. “Evaluation of Rigid Pavement Rehabilitation Methods Using an Unbonded Concrete Overlay.” 2007. Web. 22 Sep 2017.

Vancouver:

Ambrosino JD. Evaluation of Rigid Pavement Rehabilitation Methods Using an Unbonded Concrete Overlay. [Internet] [Masters thesis]. Ohio University; 2007. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1180983082.

Council of Science Editors:

Ambrosino JD. Evaluation of Rigid Pavement Rehabilitation Methods Using an Unbonded Concrete Overlay. [Masters Thesis]. Ohio University; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1180983082


University of Texas – Austin

6. Lee, Jung Su, active 21st century. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.

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

 A Rolling Dynamic Deflectometer (RDD) is a nondestructive testing device for determining continuous deflection profiles of pavements. Theses deflection profiles can be used more effectively… (more)

Subjects/Keywords: Rolling dynamic deflectometer; Fourth-generation rolling sensor; Total pavement acceptance device; Nondestructive deflection measurements; Multi-function device; Structural conditions of the pavement; Jointed concrete pavement and falling weight deflectometer

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APA (6th Edition):

Lee, Jung Su, a. 2. c. (2014). Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/28350

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):

Lee, Jung Su, active 21st century. “Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.” 2014. Thesis, University of Texas – Austin. Accessed September 22, 2017. http://hdl.handle.net/2152/28350.

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

MLA Handbook (7th Edition):

Lee, Jung Su, active 21st century. “Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.” 2014. Web. 22 Sep 2017.

Vancouver:

Lee, Jung Su a2c. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2152/28350.

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

Council of Science Editors:

Lee, Jung Su a2c. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/28350

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


Ohio University

7. Swart, Charles Scott. A FORENSIC INVESTIGATION OF PAVEMENT PERFORMANCE ON INTERSTATE 86 IN OLEAN, NEW YORK.

Degree: MS, Civil Engineering (Engineering), 2006, Ohio University

  Four test sections of the jointed reinforced concrete pavement (JRCP) on Interstate 86 in Olean, NY will be rehabilitated using various methods. To compare… (more)

Subjects/Keywords: Engineering, Civil; pavement condition; concrete; jointed reinforced concrete pavement; rubblize; crack and seat; overlay; pavement analysis

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APA (6th Edition):

Swart, C. S. (2006). A FORENSIC INVESTIGATION OF PAVEMENT PERFORMANCE ON INTERSTATE 86 IN OLEAN, NEW YORK. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1154729958

Chicago Manual of Style (16th Edition):

Swart, Charles Scott. “A FORENSIC INVESTIGATION OF PAVEMENT PERFORMANCE ON INTERSTATE 86 IN OLEAN, NEW YORK.” 2006. Masters Thesis, Ohio University. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1154729958.

MLA Handbook (7th Edition):

Swart, Charles Scott. “A FORENSIC INVESTIGATION OF PAVEMENT PERFORMANCE ON INTERSTATE 86 IN OLEAN, NEW YORK.” 2006. Web. 22 Sep 2017.

Vancouver:

Swart CS. A FORENSIC INVESTIGATION OF PAVEMENT PERFORMANCE ON INTERSTATE 86 IN OLEAN, NEW YORK. [Internet] [Masters thesis]. Ohio University; 2006. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1154729958.

Council of Science Editors:

Swart CS. A FORENSIC INVESTIGATION OF PAVEMENT PERFORMANCE ON INTERSTATE 86 IN OLEAN, NEW YORK. [Masters Thesis]. Ohio University; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1154729958


Iowa State University

8. Kaya, Orhan. Investigation of AASHTOWare Pavement ME Design/Darwin-ME™ Performance Prediction Models for Iowa Pavement Analysis and Design.

Degree: 2015, Iowa State University

 The Mechanistic Empirical Pavement Design Guide (MEPDG) was developed under the National Cooperative Highway Research Program (NCHRP) Project 1-37A as a novel mechanical-empirical procedure for… (more)

Subjects/Keywords: Civil Engineering (Transportation Engineering); Civil Engineering; Transportation Engineering; HMA; HMA over JPCP; JPCP; Local Calibration; MEPDG; Pavement ME Design; Civil Engineering

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APA (6th Edition):

Kaya, O. (2015). Investigation of AASHTOWare Pavement ME Design/Darwin-ME™ Performance Prediction Models for Iowa Pavement Analysis and Design. (Thesis). Iowa State University. Retrieved from http://lib.dr.iastate.edu/etd/14840

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):

Kaya, Orhan. “Investigation of AASHTOWare Pavement ME Design/Darwin-ME™ Performance Prediction Models for Iowa Pavement Analysis and Design.” 2015. Thesis, Iowa State University. Accessed September 22, 2017. http://lib.dr.iastate.edu/etd/14840.

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

MLA Handbook (7th Edition):

Kaya, Orhan. “Investigation of AASHTOWare Pavement ME Design/Darwin-ME™ Performance Prediction Models for Iowa Pavement Analysis and Design.” 2015. Web. 22 Sep 2017.

Vancouver:

Kaya O. Investigation of AASHTOWare Pavement ME Design/Darwin-ME™ Performance Prediction Models for Iowa Pavement Analysis and Design. [Internet] [Thesis]. Iowa State University; 2015. [cited 2017 Sep 22]. Available from: http://lib.dr.iastate.edu/etd/14840.

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

Council of Science Editors:

Kaya O. Investigation of AASHTOWare Pavement ME Design/Darwin-ME™ Performance Prediction Models for Iowa Pavement Analysis and Design. [Thesis]. Iowa State University; 2015. Available from: http://lib.dr.iastate.edu/etd/14840

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


University of Waterloo

9. 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 (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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Golroo A. Predicting Pervious Concrete Pavement Performance for Usage in Cold Climates. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2017 Sep 22]. 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


University of Waterloo

10. Mann, James Clifford. Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement.

Degree: 2013, University of Waterloo

 Conventional construction of Jointed Plain Concrete Pavements (JPCP) in Canada consists of placing a round steel epoxy-coated dowel at the mid height of the pavement.… (more)

Subjects/Keywords: JPCP; Concrete Pavement; Joint Load Transfer; Transverse Dowels; Alternative Joint Load Transfer Devices; Horizontal V Device; GFRP I-beam; GFRP Tapered Plate; Plate Dowel; Horizontal Pipe Device; Finite Element Analysis; FEA

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APA (6th Edition):

Mann, J. C. (2013). Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7300

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):

Mann, James Clifford. “Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement.” 2013. Thesis, University of Waterloo. Accessed September 22, 2017. http://hdl.handle.net/10012/7300.

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

MLA Handbook (7th Edition):

Mann, James Clifford. “Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement.” 2013. Web. 22 Sep 2017.

Vancouver:

Mann JC. Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10012/7300.

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

Council of Science Editors:

Mann JC. Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7300

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


University of Waterloo

11. 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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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


Texas A&M University

12. 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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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

13. Gajalakshmi P. Behaviour of concrete filled steel columns subjected to lateral cyclic loading.

Degree: Civil Engineering, 2014, Anna University

The main objective of this study is to investigate the cumulative damage of circular in-filled columns subjected to quasistatic loading. The test parameters include the… (more)

Subjects/Keywords: Concrete filled steel column; Concrete-filled steel tube; Plain Cement Concrete

Page 1

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APA (6th Edition):

P, G. (2014). Behaviour of concrete filled steel columns subjected to lateral cyclic loading. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15645

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):

P, Gajalakshmi. “Behaviour of concrete filled steel columns subjected to lateral cyclic loading.” 2014. Thesis, Anna University. Accessed September 22, 2017. http://shodhganga.inflibnet.ac.in/handle/10603/15645.

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

MLA Handbook (7th Edition):

P, Gajalakshmi. “Behaviour of concrete filled steel columns subjected to lateral cyclic loading.” 2014. Web. 22 Sep 2017.

Vancouver:

P G. Behaviour of concrete filled steel columns subjected to lateral cyclic loading. [Internet] [Thesis]. Anna University; 2014. [cited 2017 Sep 22]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15645.

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

Council of Science Editors:

P G. Behaviour of concrete filled steel columns subjected to lateral cyclic loading. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15645

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


Anna University

14. Senthil selvan S. Behaviour of sfrc in filled light Gauge steel box columns and beams;.

Degree: Behaviour of sfrc in filled light Gauge steel box columns and beams, 2014, Anna University

The main objective of the study is to investigate the behaviour of newlineHollow Plain Cement Concrete PCC and Steel Fiber Reinforced Concrete newline SFRC in… (more)

Subjects/Keywords: Plain Cement Concrete; Steel Fiber Reinforced Concrete; steel sheets continuously

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APA (6th Edition):

S, S. s. (2014). Behaviour of sfrc in filled light Gauge steel box columns and beams;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/28249

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):

S, Senthil selvan. “Behaviour of sfrc in filled light Gauge steel box columns and beams;.” 2014. Thesis, Anna University. Accessed September 22, 2017. http://shodhganga.inflibnet.ac.in/handle/10603/28249.

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

MLA Handbook (7th Edition):

S, Senthil selvan. “Behaviour of sfrc in filled light Gauge steel box columns and beams;.” 2014. Web. 22 Sep 2017.

Vancouver:

S Ss. Behaviour of sfrc in filled light Gauge steel box columns and beams;. [Internet] [Thesis]. Anna University; 2014. [cited 2017 Sep 22]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/28249.

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

Council of Science Editors:

S Ss. Behaviour of sfrc in filled light Gauge steel box columns and beams;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/28249

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


Oklahoma State University

15. 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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Alwehaidah NM. Development of Precast, Prestressed Concrete Pavement Technology. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2017 Sep 22]. 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


University of Waterloo

16. 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 (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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Rahman S. Development of Durability Performance Related Test Methods for Pervious Concrete Pavement. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2017 Sep 22]. 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

17. 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 September 22, 2017. http://purl.umn.edu/155823.

MLA Handbook (7th Edition):

Hoegh, Kyle Edward. “Ultrasonic linear array evaluation of concrete pavements.” 2013. Web. 22 Sep 2017.

Vancouver:

Hoegh KE. Ultrasonic linear array evaluation of concrete pavements. [Internet] [Doctoral dissertation]. University of Minnesota; 2013. [cited 2017 Sep 22]. 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

18. 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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Priddy LP. Evaluation of Precast Portland Cement Concrete Panels for Airfield Pavement Repairs. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2017 Sep 22]. 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


Ohio University

19. 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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Hatton DC. Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases. [Internet] [Masters thesis]. Ohio University; 2011. [cited 2017 Sep 22]. 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


Stellenbosch University

20. Semugaza, Gustave. Comparative shrinkage properties of pavement materials including recycled concrete aggregates with and without cement stabilisation.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: The construction of pavement base/subbase layers necessitates quality materials such as natural aggregates. The use of locally available materials offers numerous advantages, including… (more)

Subjects/Keywords: Concrete  – Expansion and contraction; Pavement, concrete  – Foundations; Recycled Concrete Aggregates (RCA); Latent hydration; UCTD; Recycling (Concrete aggregates); Material strength evaluation

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

APA (6th Edition):

Semugaza, G. (2016). Comparative shrinkage properties of pavement materials including recycled concrete aggregates with and without cement stabilisation. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/98718

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):

Semugaza, Gustave. “Comparative shrinkage properties of pavement materials including recycled concrete aggregates with and without cement stabilisation.” 2016. Thesis, Stellenbosch University. Accessed September 22, 2017. http://hdl.handle.net/10019.1/98718.

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

MLA Handbook (7th Edition):

Semugaza, Gustave. “Comparative shrinkage properties of pavement materials including recycled concrete aggregates with and without cement stabilisation.” 2016. Web. 22 Sep 2017.

Vancouver:

Semugaza G. Comparative shrinkage properties of pavement materials including recycled concrete aggregates with and without cement stabilisation. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10019.1/98718.

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

Council of Science Editors:

Semugaza G. Comparative shrinkage properties of pavement materials including recycled concrete aggregates with and without cement stabilisation. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/98718

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


Queensland University of Technology

21. Darestani, Mostafa Yousefi. Response of concrete pavements under moving vehicular loads and environmental effects.

Degree: 2007, Queensland University of Technology

 The need for modern transportation systems together with the high demand for sustainable pavements under applied loads have led to a great deal of research… (more)

Subjects/Keywords: dynamic analysis; dynamic amplification; finite element analysis; finite element model; static analysis; axle group loads; critical axle group configuration; critical position of axle groups; tyre pavement interaction; stress distribution; fatigue failure; concrete pavement distresses; corner cracking; longitudinal cracking; transverse cracking; top-down cracking; bottom-up cracking; boundary conditions; debonding layer; temperature effects; loss of moisture contents; shrinkage effects; curling induced stress; warping stress; pavement curvature; field test; laboratory text; experimental study; truck load; JPCP; JRCP; CRCP; SAST; SADT; TAST; TADT; TRDT; QADT

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

APA (6th Edition):

Darestani, M. Y. (2007). Response of concrete pavements under moving vehicular loads and environmental effects. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/16662/

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):

Darestani, Mostafa Yousefi. “Response of concrete pavements under moving vehicular loads and environmental effects.” 2007. Thesis, Queensland University of Technology. Accessed September 22, 2017. https://eprints.qut.edu.au/16662/.

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

MLA Handbook (7th Edition):

Darestani, Mostafa Yousefi. “Response of concrete pavements under moving vehicular loads and environmental effects.” 2007. Web. 22 Sep 2017.

Vancouver:

Darestani MY. Response of concrete pavements under moving vehicular loads and environmental effects. [Internet] [Thesis]. Queensland University of Technology; 2007. [cited 2017 Sep 22]. Available from: https://eprints.qut.edu.au/16662/.

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

Council of Science Editors:

Darestani MY. Response of concrete pavements under moving vehicular loads and environmental effects. [Thesis]. Queensland University of Technology; 2007. Available from: https://eprints.qut.edu.au/16662/

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


Texas A&M University

22. 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 (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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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

23. 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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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/ ;


Louisiana State University

24. Dylla, Heather. The Effects of Highway Environmental Conditions on Photocatalytic Pavement's Ability to Reduce Nitrogen Oxides.

Degree: MSES, Construction Management and Industrial Engineering, 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 a… (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 http://etd.lsu.edu/docs/available/etd-06232011-172653/ ;

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 September 22, 2017. http://etd.lsu.edu/docs/available/etd-06232011-172653/ ;.

MLA Handbook (7th Edition):

Dylla, Heather. “The Effects of Highway Environmental Conditions on Photocatalytic Pavement's Ability to Reduce Nitrogen Oxides.” 2011. Web. 22 Sep 2017.

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 2017 Sep 22]. Available from: http://etd.lsu.edu/docs/available/etd-06232011-172653/ ;.

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: http://etd.lsu.edu/docs/available/etd-06232011-172653/ ;


Oklahoma State University

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

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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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


Oklahoma State University

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

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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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


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

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 September 22, 2017. 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. 22 Sep 2017.

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 2017 Sep 22]. 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


Iowa State University

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

APA (6th Edition):

Sikkema, J. K. (2013). Photocatalytic degradation of NOx by concrete pavement containing TiO2. (Thesis). Iowa State University. Retrieved from http://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 September 22, 2017. http://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. 22 Sep 2017.

Vancouver:

Sikkema JK. Photocatalytic degradation of NOx by concrete pavement containing TiO2. [Internet] [Thesis]. Iowa State University; 2013. [cited 2017 Sep 22]. Available from: http://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: http://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


Texas A&M University

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

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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Yeon J. Rapid Concrete Pavement Spall Repair Using 3D Scanning and 3D Printing Technologies. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2017 Sep 22]. 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


Indian Institute of Science

30. Naddaf, Hamid Eskandari. Fracture Characteristics Of Self Consolidating Concrete.

Degree: 2008, Indian Institute of Science

 Self-consolidating concrete (SCC) has wide use for placement in congested reinforced concrete structures in recent years. SCC represents one of the most outstanding advances in… (more)

Subjects/Keywords: Concrete - Fracture Mechanics; Self-Consolidating Concrete (SCC); Plain Concrete Beams - Fracture; Plain Concrete Beams - Acoustic Emission; Concrete - Compressive Strength - Artificial Neural Network Models; Self-Consolidating Concrete - Properties; Artificial Neural Network (ANN); Fly Ash; Un-notched Beams; Notched Beams; Hepto Cracks; Microcracks; Structural Engineering

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

APA (6th Edition):

Naddaf, H. E. (2008). Fracture Characteristics Of Self Consolidating Concrete. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/761

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):

Naddaf, Hamid Eskandari. “Fracture Characteristics Of Self Consolidating Concrete.” 2008. Thesis, Indian Institute of Science. Accessed September 22, 2017. http://hdl.handle.net/2005/761.

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

MLA Handbook (7th Edition):

Naddaf, Hamid Eskandari. “Fracture Characteristics Of Self Consolidating Concrete.” 2008. Web. 22 Sep 2017.

Vancouver:

Naddaf HE. Fracture Characteristics Of Self Consolidating Concrete. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2005/761.

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

Council of Science Editors:

Naddaf HE. Fracture Characteristics Of Self Consolidating Concrete. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/761

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

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