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You searched for subject:(continuously reinforced concrete pavement CRCP ). Showing records 1 – 30 of 7117 total matches.

[1] [2] [3] [4] [5] … [238]

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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 (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


Kansas State University

2. Momeni, Amir Farid. Y-cracking in continuously reinforced concrete pavements.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 When transverse cracks meander there is a high possibility for transverse cracks to meet at a point and connect to another transverse crack, creating a… (more)

Subjects/Keywords: Y-cracking; Continuously reinforced concrete pavement; Civil Engineering (0543); Materials Science (0794)

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APA (6th Edition):

Momeni, A. F. (2013). Y-cracking in continuously reinforced concrete pavements. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15642

Chicago Manual of Style (16th Edition):

Momeni, Amir Farid. “Y-cracking in continuously reinforced concrete pavements.” 2013. Masters Thesis, Kansas State University. Accessed September 22, 2017. http://hdl.handle.net/2097/15642.

MLA Handbook (7th Edition):

Momeni, Amir Farid. “Y-cracking in continuously reinforced concrete pavements.” 2013. Web. 22 Sep 2017.

Vancouver:

Momeni AF. Y-cracking in continuously reinforced concrete pavements. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2097/15642.

Council of Science Editors:

Momeni AF. Y-cracking in continuously reinforced concrete pavements. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15642

3. 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

…LIST OF ABBREVIATIONS CRCP: Continuously Reinforced Concrete Pavement JCP: Jointed Concrete… …research project 0-6274, continuously reinforced concrete pavement (CRCP) performs very… …Pavement BCO: Bonded Concrete Overlay CTE: Coefficient of Thermal Expansion VWSG: Vibrating Wire… …4,000 lane miles of plain jointed concrete pavement (JCP) maintained by the Texas… …transverse cracks in normal CRCP induced by the environmental loading in concrete. Nonwoven fabric… 

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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

4. Salles, Lucio Salles de. Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão.

Degree: Mestrado, Engenharia de Transportes, 2014, University of São Paulo

O pavimento de concreto continuamente armado (PCCA) é caracterizado pela presença de uma alta taxa de armadura longitudinal localizada acima do meio da placa; essa… (more)

Subjects/Keywords: Continuously reinforced concrete pavement; Cracking; Curta extensão; Deflections; Deflexões; Desempenho; Fissuração; Pavimento de concreto continuamente armado; Performance; Short length; Stresses; Tensões

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APA (6th Edition):

Salles, L. S. d. (2014). Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;

Chicago Manual of Style (16th Edition):

Salles, Lucio Salles de. “Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão.” 2014. Masters Thesis, University of São Paulo. Accessed September 22, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;.

MLA Handbook (7th Edition):

Salles, Lucio Salles de. “Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão.” 2014. Web. 22 Sep 2017.

Vancouver:

Salles LSd. Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2017 Sep 22]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;.

Council of Science Editors:

Salles LSd. Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;


Texas Tech University

5. Saraf, Sureel. Premature distress mitigation in continuously reinforced concrete pavements.

Degree: 2013, Texas Tech University

 Field investigations conducted for the performance evaluation of Continuously Reinforced Concrete Pavements (CRCP) in Texas revealed that a large number of distresses occurred due to… (more)

Subjects/Keywords: Continuously reinforced conrete pavements (CRCP) distresses; Transverse construction joints; Y and narrow cracks

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APA (6th Edition):

Saraf, S. (2013). Premature distress mitigation in continuously reinforced concrete pavements. (Doctoral Dissertation). Texas Tech University. Retrieved from http://hdl.handle.net/2346/58643

Chicago Manual of Style (16th Edition):

Saraf, Sureel. “Premature distress mitigation in continuously reinforced concrete pavements.” 2013. Doctoral Dissertation, Texas Tech University. Accessed September 22, 2017. http://hdl.handle.net/2346/58643.

MLA Handbook (7th Edition):

Saraf, Sureel. “Premature distress mitigation in continuously reinforced concrete pavements.” 2013. Web. 22 Sep 2017.

Vancouver:

Saraf S. Premature distress mitigation in continuously reinforced concrete pavements. [Internet] [Doctoral dissertation]. Texas Tech University; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2346/58643.

Council of Science Editors:

Saraf S. Premature distress mitigation in continuously reinforced concrete pavements. [Doctoral Dissertation]. Texas Tech University; 2013. Available from: http://hdl.handle.net/2346/58643

6. Zhou, Wujun. Effect of pavement support condition on CRCP behavior and performance.

Degree: 2013, Texas Tech University

 Based on visual survey, dynamic cone penetrometer testing, and falling weight deflectometer testing on several continuous reinforced concrete pavement (CRCP) sections with or without distresses… (more)

Subjects/Keywords: Rigid pavement support; Modulus of subgrade reaction; Continuous reinforced concrete pavement (CRCP); CRCP structural behavior; Field evaluation; Pavement design

continuously reinforced concrete pavement (CRCP) indicate that base stiffness has… …128 6.15 k-values versus pavement edge vertical daily movement and concrete strain… …higher the stiffness of the base support, the lower the pavement deflections and concrete… …support will result in larger environmental stresses. In jointed plain concrete pavement (… …critical concrete stresses in CRCP that are responsible for distresses are near the longitudinal… 

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APA (6th Edition):

Zhou, W. (2013). Effect of pavement support condition on CRCP behavior and performance. (Doctoral Dissertation). Texas Tech University. Retrieved from http://hdl.handle.net/2346/58633

Chicago Manual of Style (16th Edition):

Zhou, Wujun. “Effect of pavement support condition on CRCP behavior and performance.” 2013. Doctoral Dissertation, Texas Tech University. Accessed September 22, 2017. http://hdl.handle.net/2346/58633.

MLA Handbook (7th Edition):

Zhou, Wujun. “Effect of pavement support condition on CRCP behavior and performance.” 2013. Web. 22 Sep 2017.

Vancouver:

Zhou W. Effect of pavement support condition on CRCP behavior and performance. [Internet] [Doctoral dissertation]. Texas Tech University; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2346/58633.

Council of Science Editors:

Zhou W. Effect of pavement support condition on CRCP behavior and performance. [Doctoral Dissertation]. Texas Tech University; 2013. Available from: http://hdl.handle.net/2346/58633


Anna University

7. 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

8. Jaiswal, Harshita. Rational use of terminal systems in Portland cement concrete pavements.

Degree: 2012, Texas Tech University

 It has long been stated that Portland cement concrete (PCC) pavements can grow and push bridges, resulting in damage to bridge structures. To protect bridge… (more)

Subjects/Keywords: Continuously reinforced concrete pavements (CRCP) expansions; Terminal systems; Expansion joint systems; Wide flange system; Anchor lug system

pavement were completed in May, 1971. The pavement is continuously reinforced concrete pavement 7… …81 6.2 Two-dimensional finite element modeling of a concrete pavement… …has been stated that the expansions in Portland cement concrete (PCC) pavement… …length of the concrete pavement Considering coefficient of thermal expansion as 5 µε/°F, as 50… …F and length of the pavement as 1000 ft, the free movement at the end of the concrete… 

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APA (6th Edition):

Jaiswal, H. (2012). Rational use of terminal systems in Portland cement concrete pavements. (Doctoral Dissertation). Texas Tech University. Retrieved from http://hdl.handle.net/2346/50762

Chicago Manual of Style (16th Edition):

Jaiswal, Harshita. “Rational use of terminal systems in Portland cement concrete pavements.” 2012. Doctoral Dissertation, Texas Tech University. Accessed September 22, 2017. http://hdl.handle.net/2346/50762.

MLA Handbook (7th Edition):

Jaiswal, Harshita. “Rational use of terminal systems in Portland cement concrete pavements.” 2012. Web. 22 Sep 2017.

Vancouver:

Jaiswal H. Rational use of terminal systems in Portland cement concrete pavements. [Internet] [Doctoral dissertation]. Texas Tech University; 2012. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2346/50762.

Council of Science Editors:

Jaiswal H. Rational use of terminal systems in Portland cement concrete pavements. [Doctoral Dissertation]. Texas Tech University; 2012. Available from: http://hdl.handle.net/2346/50762


University of Texas – Austin

9. Siddiqui, Md Sarwar. Effect of Portland cement concrete characteristics and constituents on thermal expansion.

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

 The coefficient of thermal expansion (CTE) is one of the major factors responsible for distresses in concrete pavements and structures. Continuously reinforced concrete pavements (CRCPs)… (more)

Subjects/Keywords: Coefficient of thermal expansion; CTE; Concrete; Poromechanics; CTE optimization; Internal water pressure; AASHTO; TxDOT; CRCP; Concrete pavement; MEPDG

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APA (6th Edition):

Siddiqui, M. S. (2014). Effect of Portland cement concrete characteristics and constituents on thermal expansion. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31324

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):

Siddiqui, Md Sarwar. “Effect of Portland cement concrete characteristics and constituents on thermal expansion.” 2014. Thesis, University of Texas – Austin. Accessed September 22, 2017. http://hdl.handle.net/2152/31324.

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

MLA Handbook (7th Edition):

Siddiqui, Md Sarwar. “Effect of Portland cement concrete characteristics and constituents on thermal expansion.” 2014. Web. 22 Sep 2017.

Vancouver:

Siddiqui MS. Effect of Portland cement concrete characteristics and constituents on thermal expansion. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2152/31324.

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

Council of Science Editors:

Siddiqui MS. Effect of Portland cement concrete characteristics and constituents on thermal expansion. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31324

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

10. Choi, Pan Gil. Evaluation of structural responses of continuously reinforced concrete pavement.

Degree: 2015, Texas Tech University

 In continuously reinforced concrete pavement (CRCP) research, it has been assumed that transverse crack spacing plays an important role in determining CRCP behavior and performance.… (more)

Subjects/Keywords: Continuously reinforced concrete pavement; Structural evaluation, Transverse crack; Punchout; Spalling; Load transfer efficiency; Transverse crack

…x28;JCP) and the other continuously reinforced concrete pavement (CRCP). Even… …reinforced concrete pavement (CRCP) research, it has been assumed that transverse crack… …concrete pavement (JCP) sections. The 1993 AASHTO design procedure for the CRCP… …section. An excellent correlation was observed between spalling and CoTE of concrete in CRCP. On… …in concrete. When wheel loading is applied on concrete pavement, stresses develop in the… 

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APA (6th Edition):

Choi, P. G. (2015). Evaluation of structural responses of continuously reinforced concrete pavement. (Doctoral Dissertation). Texas Tech University. Retrieved from http://hdl.handle.net/2346/63669

Chicago Manual of Style (16th Edition):

Choi, Pan Gil. “Evaluation of structural responses of continuously reinforced concrete pavement.” 2015. Doctoral Dissertation, Texas Tech University. Accessed September 22, 2017. http://hdl.handle.net/2346/63669.

MLA Handbook (7th Edition):

Choi, Pan Gil. “Evaluation of structural responses of continuously reinforced concrete pavement.” 2015. Web. 22 Sep 2017.

Vancouver:

Choi PG. Evaluation of structural responses of continuously reinforced concrete pavement. [Internet] [Doctoral dissertation]. Texas Tech University; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2346/63669.

Council of Science Editors:

Choi PG. Evaluation of structural responses of continuously reinforced concrete pavement. [Doctoral Dissertation]. Texas Tech University; 2015. Available from: http://hdl.handle.net/2346/63669

11. Yeon, Jung Heum, 1983-. Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

Continuously reinforced concrete pavement (CRCP) is a portland cement concrete (PCC) pavement structure with a continuous longitudinal steel layout. CRCP is forming a major portion… (more)

Subjects/Keywords: Zero-stress temperature; Long-term performance; Continuously reinforced concrete pavement; Early-age behavior; Temperature; Relative humidity; Stress

reinforced concrete pavement (CRCP) is forming a major portion of PCC roadway systems in… …required to meet the public demand. Among several different types of PCC pavement, continuously… …developments in CRCP as well as in typical concrete structures. 2) Develop an accurate and… …5 Chapter 2: Behavior of CRCP… …Partial-Depth Punchout Distresses in CRCP ...........................19 2.3 Effect of Magnitude… 

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APA (6th Edition):

Yeon, Jung Heum, 1. (2011). Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-12-4567

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, Jung Heum, 1983-. “Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements.” 2011. Thesis, University of Texas – Austin. Accessed September 22, 2017. http://hdl.handle.net/2152/ETD-UT-2011-12-4567.

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

MLA Handbook (7th Edition):

Yeon, Jung Heum, 1983-. “Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements.” 2011. Web. 22 Sep 2017.

Vancouver:

Yeon, Jung Heum 1. Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4567.

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

Council of Science Editors:

Yeon, Jung Heum 1. Zero-stress temperature and Its implications for long-term performance of continuously reinforced concrete pavements. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4567

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


University of Johannesburg

12. Krijnauw, Pieter. Die skuifsterkte van gewapende beton .

Degree: 2014, University of Johannesburg

 The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation methods prescribed in… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton . (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

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):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton .” 2014. Thesis, University of Johannesburg. Accessed September 22, 2017. http://hdl.handle.net/10210/9263.

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

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton .” 2014. Web. 22 Sep 2017.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton . [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10210/9263.

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

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton . [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

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


Delft University of Technology

13. Ren, D. Optimisation of the Crack Pattern in Continuously Reinforced Concrete Pavements.

Degree: 2015, Delft University of Technology

 Recent field investigations on several new Continuously Reinforced Concrete Pavements (CRCP) in Belgium indicate that its crack pattern is characterized by low mean crack spacing… (more)

Subjects/Keywords: Continuously Reinforced Concrete Pavements; Crack Pattern; Active Crack Control; Early Age

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APA (6th Edition):

Ren, D. (2015). Optimisation of the Crack Pattern in Continuously Reinforced Concrete Pavements. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:NBN:nl:ui:24-uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:isbn:978-94-6186-579-3

Chicago Manual of Style (16th Edition):

Ren, D. “Optimisation of the Crack Pattern in Continuously Reinforced Concrete Pavements.” 2015. Doctoral Dissertation, Delft University of Technology. Accessed September 22, 2017. http://resolver.tudelft.nl/uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:NBN:nl:ui:24-uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:isbn:978-94-6186-579-3.

MLA Handbook (7th Edition):

Ren, D. “Optimisation of the Crack Pattern in Continuously Reinforced Concrete Pavements.” 2015. Web. 22 Sep 2017.

Vancouver:

Ren D. Optimisation of the Crack Pattern in Continuously Reinforced Concrete Pavements. [Internet] [Doctoral dissertation]. Delft University of Technology; 2015. [cited 2017 Sep 22]. Available from: http://resolver.tudelft.nl/uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:NBN:nl:ui:24-uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:isbn:978-94-6186-579-3.

Council of Science Editors:

Ren D. Optimisation of the Crack Pattern in Continuously Reinforced Concrete Pavements. [Doctoral Dissertation]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:NBN:nl:ui:24-uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; uuid:599e8346-27d7-43e8-a67c-54f46ef03f76 ; urn:isbn:978-94-6186-579-3


University of Waterloo

14. 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 Hong Kong

15. Dong, Chunxiao. Lateral strain modeling, analysis and design of confined concrete.

Degree: PhD, 2016, University of Hong Kong

 This thesis presents a lateral strain model of confined concrete, which makes no assumptions on the properties of confining materials and is therefore generally applicable… (more)

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Dong, C. (2016). Lateral strain modeling, analysis and design of confined concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235895

Chicago Manual of Style (16th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 22 Sep 2017.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/235895.

Council of Science Editors:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235895


Oregon State University

16. Shields, Silas A. Assessing durability of reinforced concrete and ductile Iron.

Degree: MS, 2017, Oregon State University

 The first goal of this master’s thesis was to investigate the linkage between a non-destructive testing method, surface resistivity, and premature concrete deterioration brought on… (more)

Subjects/Keywords: Reinforced Concrete

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APA (6th Edition):

Shields, S. A. (2017). Assessing durability of reinforced concrete and ductile Iron. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/61656

Chicago Manual of Style (16th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 22 Sep 2017.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/61656.

Council of Science Editors:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Masters Thesis]. Oregon State University; 2017. Available from: http://hdl.handle.net/1957/61656


Iowa State University

17. Walker, Jason Matthew. evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus.

Degree: 2008, Iowa State University

 Jointed plain concrete pavements use dowel bars to transfer load across transverse joints. The job of the designer is to optimize the number, size, and… (more)

Subjects/Keywords: concrete pavement performance; dowel; elliptical; fiber reinforced polymer; resilient modulus; stainless steel; Civil and Environmental Engineering

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APA (6th Edition):

Walker, J. M. (2008). evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus. (Thesis). Iowa State University. Retrieved from http://lib.dr.iastate.edu/etd/11092

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):

Walker, Jason Matthew. “evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus.” 2008. Thesis, Iowa State University. Accessed September 22, 2017. http://lib.dr.iastate.edu/etd/11092.

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

MLA Handbook (7th Edition):

Walker, Jason Matthew. “evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus.” 2008. Web. 22 Sep 2017.

Vancouver:

Walker JM. evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus. [Internet] [Thesis]. Iowa State University; 2008. [cited 2017 Sep 22]. Available from: http://lib.dr.iastate.edu/etd/11092.

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

Council of Science Editors:

Walker JM. evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus. [Thesis]. Iowa State University; 2008. Available from: http://lib.dr.iastate.edu/etd/11092

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


Ohio University

18. 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


University of Toledo

19. Syed Shah, Taqiuddin Q. An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs.

Degree: MS, Civil Engineering, 2016, University of Toledo

 The present research in this study is directed towards improving the flexural performance, namely the load and displacement ductility capacities, and exploring the various failure… (more)

Subjects/Keywords: Engineering; Polymers; Civil Engineering; Near surface mounted, NSM, fiber reinforced polymers, FRP, externally bonded reinforcement, EBR, reinforced concrete, RC, continuously supported, applied loading, finite element analysis, FEA, debonding, failure mode, ANSYS

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APA (6th Edition):

Syed Shah, T. Q. (2016). An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469151846

Chicago Manual of Style (16th Edition):

Syed Shah, Taqiuddin Q. “An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs.” 2016. Masters Thesis, University of Toledo. Accessed September 22, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469151846.

MLA Handbook (7th Edition):

Syed Shah, Taqiuddin Q. “An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs.” 2016. Web. 22 Sep 2017.

Vancouver:

Syed Shah TQ. An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs. [Internet] [Masters thesis]. University of Toledo; 2016. [cited 2017 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469151846.

Council of Science Editors:

Syed Shah TQ. An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs. [Masters Thesis]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469151846


University of Hong Kong

20. Wang, Lu. Post-compressed plates for strengthening preloaded reinforced concretecolumns.

Degree: PhD, 2013, University of Hong Kong

 Reinforced concrete (RC) columns are the primary load-bearing structural components in buildings. Over time these columns may need to be repaired or strengthened either due… (more)

Subjects/Keywords: Reinforced concrete construction.; Columns, Concrete.

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APA (6th Edition):

Wang, L. (2013). Post-compressed plates for strengthening preloaded reinforced concretecolumns. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/183052

Chicago Manual of Style (16th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 22 Sep 2017.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/183052.

Council of Science Editors:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: http://hdl.handle.net/10722/183052


University of Hong Kong

21. Li, Lingzhi. New partial interaction models for bolted-side-plated reinforced concrete beams.

Degree: PhD, 2013, University of Hong Kong

 Existing reinforced concrete (RC) beams often need to be strengthened due to material deterioration or a change in usage. The bolted side-plating (BSP) technique, i.e.,… (more)

Subjects/Keywords: Concrete beams.; Reinforced concrete.

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APA (6th Edition):

Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/192818

Chicago Manual of Style (16th Edition):

Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/192818.

MLA Handbook (7th Edition):

Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 22 Sep 2017.

Vancouver:

Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/192818.

Council of Science Editors:

Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: http://hdl.handle.net/10722/192818


Ryerson University

22. Zahir Aldulaymi. Optimization of the effect of corrosion on bond behaviour between steel and concrete.

Degree: MASc, Civil Engineering, 2010, Ryerson University

 This research program consists of laboratory study of corrosion phenomenon in reinforced concrete and further analytical study of the experimental results obtained by Amleh (2000).… (more)

Subjects/Keywords: Reinforced concrete; Concrete; Steel

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APA (6th Edition):

Aldulaymi, Z. (2010). Optimization of the effect of corrosion on bond behaviour between steel and concrete. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;

Chicago Manual of Style (16th Edition):

Aldulaymi, Zahir. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2010. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;.

MLA Handbook (7th Edition):

Aldulaymi, Zahir. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2010. Web. 22 Sep 2017.

Vancouver:

Aldulaymi Z. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Internet] [Masters thesis]. Ryerson University; 2010. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;.

Council of Science Editors:

Aldulaymi Z. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Masters Thesis]. Ryerson University; 2010. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A733 ;


Florida International University

23. Ghasemi, Sahar. Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction.

Degree: PhD, Civil Engineering, 2015, Florida International University

  At an average age of 42 years, 10% of the nation’s over 607,000 bridges are posted for load restrictions, with an additional 15% considered… (more)

Subjects/Keywords: Lightweight bridge decks; Ultra high performance concrete (UHPC); Concrete; Carbon fiber reinforced polymers (CFRP); Accelerated pavement testing; dynamic impact; High strength Steel (HSS); Civil Engineering

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APA (6th Edition):

Ghasemi, S. (2015). Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/2248 ; FIDC000152

Chicago Manual of Style (16th Edition):

Ghasemi, Sahar. “Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction.” 2015. Doctoral Dissertation, Florida International University. Accessed September 22, 2017. http://digitalcommons.fiu.edu/etd/2248 ; FIDC000152.

MLA Handbook (7th Edition):

Ghasemi, Sahar. “Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction.” 2015. Web. 22 Sep 2017.

Vancouver:

Ghasemi S. Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction. [Internet] [Doctoral dissertation]. Florida International University; 2015. [cited 2017 Sep 22]. Available from: http://digitalcommons.fiu.edu/etd/2248 ; FIDC000152.

Council of Science Editors:

Ghasemi S. Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction. [Doctoral Dissertation]. Florida International University; 2015. Available from: http://digitalcommons.fiu.edu/etd/2248 ; FIDC000152


Oregon State University

24. Lostra, Mackenzie M. W. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.

Degree: MS, Civil Engineering, 2016, Oregon State University

 Large numbers of reinforced concrete (RC) bridges were built in the past that are now considered seismically deficient. The structural members most likely to be… (more)

Subjects/Keywords: Reinforced Concrete; Reinforced concrete  – Earthquake effects

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APA (6th Edition):

Lostra, M. M. W. (2016). Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59903

Chicago Manual of Style (16th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/59903.

MLA Handbook (7th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Web. 22 Sep 2017.

Vancouver:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/59903.

Council of Science Editors:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59903

25. Boş Kayıt, Doldurulacak. Lifli kendiliğinden yerleşen betonların yol betonu olarak kullanılması .

Degree: ESOGÜ, Mühendislik Fakültesi, İnşaat Mühendisliği, 2014, Eskisehir Osmangazi University

 Kaplama teknolojisinin oldukça ilerlediği günümüzde, ülkemizin ekonomik faydaları ve halkımızın ihtiyaçları doğrultusunda Beton Yolların uygulanması ve kullanılması her anlamda avantaj sağlayacak bir kaplama çeşidi olarak… (more)

Subjects/Keywords: Beton Yollar; CRCP Tipi Kaplamalar; Çelik Lifler; Polipropilen Lifler; Uçucu Kül; Kendiliğinden Yerlesen Beton; Concrete Roads; CRCP Pavements; Steel Fibers; Polypropylene Fibers; Flying Ash; Self Compacting Concrete

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APA (6th Edition):

Boş Kayıt, D. (2014). Lifli kendiliğinden yerleşen betonların yol betonu olarak kullanılması . (Thesis). Eskisehir Osmangazi University. Retrieved from http://hdl.handle.net/11684/551

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):

Boş Kayıt, Doldurulacak. “Lifli kendiliğinden yerleşen betonların yol betonu olarak kullanılması .” 2014. Thesis, Eskisehir Osmangazi University. Accessed September 22, 2017. http://hdl.handle.net/11684/551.

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

MLA Handbook (7th Edition):

Boş Kayıt, Doldurulacak. “Lifli kendiliğinden yerleşen betonların yol betonu olarak kullanılması .” 2014. Web. 22 Sep 2017.

Vancouver:

Boş Kayıt D. Lifli kendiliğinden yerleşen betonların yol betonu olarak kullanılması . [Internet] [Thesis]. Eskisehir Osmangazi University; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/11684/551.

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

Council of Science Editors:

Boş Kayıt D. Lifli kendiliğinden yerleşen betonların yol betonu olarak kullanılması . [Thesis]. Eskisehir Osmangazi University; 2014. Available from: http://hdl.handle.net/11684/551

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


Stellenbosch University

26. Gerber, Johannes Daniel. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: In the construction of multi-storey buildings, the reinforced concrete (RC) core or shear walls normally precede the construction of the RC floors. A… (more)

Subjects/Keywords: Reinforced concrete slabs; UCTD; Reinforced concrete walls; Reinforced concrete construction  – Models; Reinforced concrete construction  – Testing

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APA (6th Edition):

Gerber, J. D. (2016). Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100069

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):

Gerber, Johannes Daniel. “Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.” 2016. Thesis, Stellenbosch University. Accessed September 22, 2017. http://hdl.handle.net/10019.1/100069.

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

MLA Handbook (7th Edition):

Gerber, Johannes Daniel. “Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.” 2016. Web. 22 Sep 2017.

Vancouver:

Gerber JD. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10019.1/100069.

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

Council of Science Editors:

Gerber JD. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100069

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


University of Hong Kong

27. Chen, Mantai. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.

Degree: M. Phil., 2014, University of Hong Kong

The stress-strain relationship of concrete in flexure is one of the essential parameters in assessing the flexural strength and ductility of reinforced concrete (RC) structures.… (more)

Subjects/Keywords: Reinforced concrete construction

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

APA (6th Edition):

Chen, M. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Masters Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/206429

Chicago Manual of Style (16th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Masters Thesis, University of Hong Kong. Accessed September 22, 2017. http://hdl.handle.net/10722/206429.

MLA Handbook (7th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Web. 22 Sep 2017.

Vancouver:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Internet] [Masters thesis]. University of Hong Kong; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10722/206429.

Council of Science Editors:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Masters Thesis]. University of Hong Kong; 2014. Available from: http://hdl.handle.net/10722/206429


University of Waterloo

28. 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

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

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

30. Bordelon, Amanda C. Flowable Fibrous Concrete For Thin Pavement Inlays.

Degree: PhD, 0106, 2012, University of Illinois – Urbana-Champaign

 Synthetic fibers within a flowable fibrous concrete (FFC) mixture were characterized by relating their spatial distribution and orientations, determined from x-ray computed tomography (CT), with… (more)

Subjects/Keywords: Fiber-reinforced Concrete; X-ray Computed Tomography; Pavement Rehabilitation; Thin Concrete Pavement

…2 Figure 1-2 Chart of thin concrete pavement applications containing various macro-fiber… …concrete surfaces are historically the choice for thin overlays of existing pavement structures… …interface, Carlswärd also found that macro-fiber-reinforced concrete (FRC) mixtures… …optimize and design a thin concrete inlay bonded to an underlying asphalt pavement, which can be… …post-cracking toughness performance for macro-fiber-reinforced concrete mixtures was found to… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bordelon, A. C. (2012). Flowable Fibrous Concrete For Thin Pavement Inlays. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29805

Chicago Manual of Style (16th Edition):

Bordelon, Amanda C. “Flowable Fibrous Concrete For Thin Pavement Inlays.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed September 22, 2017. http://hdl.handle.net/2142/29805.

MLA Handbook (7th Edition):

Bordelon, Amanda C. “Flowable Fibrous Concrete For Thin Pavement Inlays.” 2012. Web. 22 Sep 2017.

Vancouver:

Bordelon AC. Flowable Fibrous Concrete For Thin Pavement Inlays. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2142/29805.

Council of Science Editors:

Bordelon AC. Flowable Fibrous Concrete For Thin Pavement Inlays. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29805

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