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You searched for subject:(Pavement Drainage). Showing records 1 – 16 of 16 total matches.

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Mississippi State University

1. Whittington, Jordan Scott. EVALUATION OF PERFORMANCE AND MAINTENANCE OF PAVEMENT SUBDRAINAGE SYSTEMS IN MISSISSIPPI.

Degree: MS, Civil and Environmental Engineering, 2008, Mississippi State University

 Research has shown that pavement subdrainage systems can increase the life of pavements by removing water that is detrimental to the pavement structure. The Mississippi… (more)

Subjects/Keywords: pavement drainage; subdrainage; edgedrain; maintenance; open graded drainage layer

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APA (6th Edition):

Whittington, J. S. (2008). EVALUATION OF PERFORMANCE AND MAINTENANCE OF PAVEMENT SUBDRAINAGE SYSTEMS IN MISSISSIPPI. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-12142007-125704/ ;

Chicago Manual of Style (16th Edition):

Whittington, Jordan Scott. “EVALUATION OF PERFORMANCE AND MAINTENANCE OF PAVEMENT SUBDRAINAGE SYSTEMS IN MISSISSIPPI.” 2008. Masters Thesis, Mississippi State University. Accessed September 20, 2017. http://sun.library.msstate.edu/ETD-db/theses/available/etd-12142007-125704/ ;.

MLA Handbook (7th Edition):

Whittington, Jordan Scott. “EVALUATION OF PERFORMANCE AND MAINTENANCE OF PAVEMENT SUBDRAINAGE SYSTEMS IN MISSISSIPPI.” 2008. Web. 20 Sep 2017.

Vancouver:

Whittington JS. EVALUATION OF PERFORMANCE AND MAINTENANCE OF PAVEMENT SUBDRAINAGE SYSTEMS IN MISSISSIPPI. [Internet] [Masters thesis]. Mississippi State University; 2008. [cited 2017 Sep 20]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-12142007-125704/ ;.

Council of Science Editors:

Whittington JS. EVALUATION OF PERFORMANCE AND MAINTENANCE OF PAVEMENT SUBDRAINAGE SYSTEMS IN MISSISSIPPI. [Masters Thesis]. Mississippi State University; 2008. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-12142007-125704/ ;


University of Cincinnati

2. LONG, ALLEN R. DRAINAGE EVALUATION AT THE U.S. 50 JOINT SEALANT EXPERIMENT.

Degree: MS, Engineering : Civil Engineering, 2007, University of Cincinnati

 This Thesis presents an investigation of the subsurface drainage features of the test pavement at the United States (U.S.) Route 50 joint sealant experiment near… (more)

Subjects/Keywords: Engineering, Civil; subsurface drainage; joint sealant; pavement; DRIP; open graded drainage layer

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APA (6th Edition):

LONG, A. R. (2007). DRAINAGE EVALUATION AT THE U.S. 50 JOINT SEALANT EXPERIMENT. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1186772929

Chicago Manual of Style (16th Edition):

LONG, ALLEN R. “DRAINAGE EVALUATION AT THE U.S. 50 JOINT SEALANT EXPERIMENT.” 2007. Masters Thesis, University of Cincinnati. Accessed September 20, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1186772929.

MLA Handbook (7th Edition):

LONG, ALLEN R. “DRAINAGE EVALUATION AT THE U.S. 50 JOINT SEALANT EXPERIMENT.” 2007. Web. 20 Sep 2017.

Vancouver:

LONG AR. DRAINAGE EVALUATION AT THE U.S. 50 JOINT SEALANT EXPERIMENT. [Internet] [Masters thesis]. University of Cincinnati; 2007. [cited 2017 Sep 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1186772929.

Council of Science Editors:

LONG AR. DRAINAGE EVALUATION AT THE U.S. 50 JOINT SEALANT EXPERIMENT. [Masters Thesis]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1186772929


University of Akron

3. Taamneh, Madhar Mohammad. Long Term Monitoring and Evaluation of Drainable Bases at I-90 Test Road.

Degree: PhD, Civil Engineering, 2009, University of Akron

 It is a well recognized fact that pavements with poor subsurface drainage properties prematurely exhibit distress and have higher life-cycle cost. Thus, providing adequate subsurface… (more)

Subjects/Keywords: Civil Engineering; Subsurface Drainage; Draibale Bases; Flexible Pavement

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APA (6th Edition):

Taamneh, M. M. (2009). Long Term Monitoring and Evaluation of Drainable Bases at I-90 Test Road. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1247846052

Chicago Manual of Style (16th Edition):

Taamneh, Madhar Mohammad. “Long Term Monitoring and Evaluation of Drainable Bases at I-90 Test Road.” 2009. Doctoral Dissertation, University of Akron. Accessed September 20, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1247846052.

MLA Handbook (7th Edition):

Taamneh, Madhar Mohammad. “Long Term Monitoring and Evaluation of Drainable Bases at I-90 Test Road.” 2009. Web. 20 Sep 2017.

Vancouver:

Taamneh MM. Long Term Monitoring and Evaluation of Drainable Bases at I-90 Test Road. [Internet] [Doctoral dissertation]. University of Akron; 2009. [cited 2017 Sep 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1247846052.

Council of Science Editors:

Taamneh MM. Long Term Monitoring and Evaluation of Drainable Bases at I-90 Test Road. [Doctoral Dissertation]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1247846052


Ohio University

4. Khoury, Issam S. Impact of Base Stiffness on Portland Cement Concrete Pavement.

Degree: PhD, Civil Engineering (Engineering and Technology), 2015, Ohio University

 Criteria for base selection under Portland Cement Concrete (PCC) pavements have centered on the hypothesis that removing water from under the pavement and avoiding pumping… (more)

Subjects/Keywords: Civil Engineering; PCC Pavement; Base Support; Finite Element Analysis; Drainage Characteristics

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APA (6th Edition):

Khoury, I. S. (2015). Impact of Base Stiffness on Portland Cement Concrete Pavement. (Doctoral Dissertation). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1448963853

Chicago Manual of Style (16th Edition):

Khoury, Issam S. “Impact of Base Stiffness on Portland Cement Concrete Pavement.” 2015. Doctoral Dissertation, Ohio University. Accessed September 20, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1448963853.

MLA Handbook (7th Edition):

Khoury, Issam S. “Impact of Base Stiffness on Portland Cement Concrete Pavement.” 2015. Web. 20 Sep 2017.

Vancouver:

Khoury IS. Impact of Base Stiffness on Portland Cement Concrete Pavement. [Internet] [Doctoral dissertation]. Ohio University; 2015. [cited 2017 Sep 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1448963853.

Council of Science Editors:

Khoury IS. Impact of Base Stiffness on Portland Cement Concrete Pavement. [Doctoral Dissertation]. Ohio University; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1448963853


Texas A&M University

5. 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 20, 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. 20 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 20]. 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

6. Azevedo, Angela Martins. Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários.

Degree: Mestrado, Engenharia de Transportes, 2007, University of São Paulo

Tem-se verificado, na prática, que a falta de drenagem subsuperficial é um dos principais fatores de deterioração precoce dos pavimentos. Ainda, verifica-se que são relativamente… (more)

Subjects/Keywords: Análise de desempenho; Drenagem; Flexible pavements; Pavement drainage; Pavimentação; Performance analysis; Rigid pavements

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APA (6th Edition):

Azevedo, A. M. (2007). Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;

Chicago Manual of Style (16th Edition):

Azevedo, Angela Martins. “Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários.” 2007. Masters Thesis, University of São Paulo. Accessed September 20, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;.

MLA Handbook (7th Edition):

Azevedo, Angela Martins. “Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários.” 2007. Web. 20 Sep 2017.

Vancouver:

Azevedo AM. Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2017 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;.

Council of Science Editors:

Azevedo AM. Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;


University of Texas – Austin

7. Eck, Bradley Joseph. Drainage hydraulics of porous pavement : coupling surface and subsurface flow.

Degree: 2010, University of Texas – Austin

 Permeable friction course (PFC) is a porous asphalt pavement placed on top of a regular impermeable roadway. Under small rainfall intensities, drainage is contained within… (more)

Subjects/Keywords: Porous pavement; Permeable friction course; Dupuit-Forchheimer; Sheet flow; Diffusion wave; Hydraulic modeling; Highway drainage

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APA (6th Edition):

Eck, B. J. (2010). Drainage hydraulics of porous pavement : coupling surface and subsurface flow. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-1080

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):

Eck, Bradley Joseph. “Drainage hydraulics of porous pavement : coupling surface and subsurface flow.” 2010. Thesis, University of Texas – Austin. Accessed September 20, 2017. http://hdl.handle.net/2152/ETD-UT-2010-05-1080.

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

MLA Handbook (7th Edition):

Eck, Bradley Joseph. “Drainage hydraulics of porous pavement : coupling surface and subsurface flow.” 2010. Web. 20 Sep 2017.

Vancouver:

Eck BJ. Drainage hydraulics of porous pavement : coupling surface and subsurface flow. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2017 Sep 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1080.

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

Council of Science Editors:

Eck BJ. Drainage hydraulics of porous pavement : coupling surface and subsurface flow. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1080

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


University of Texas – Austin

8. -1991-6882. Use of geotextiles with enhanced lateral drainage in roads over expansive clays.

Degree: Civil, Architectural, and Environmental Engineering, 2015, University of Texas – Austin

 Expansive clays are very abundant across the central United States in general and in the state of Texas in particular damages induced by expansive clays… (more)

Subjects/Keywords: Geotextiles; Expansive soils; Cook Mountain; Wicking fibers; Enhanced lateral drainage; Pavement; Longitudinal cracks

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APA (6th Edition):

-1991-6882. (2015). Use of geotextiles with enhanced lateral drainage in roads over expansive clays. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31791

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):

-1991-6882. “Use of geotextiles with enhanced lateral drainage in roads over expansive clays.” 2015. Thesis, University of Texas – Austin. Accessed September 20, 2017. http://hdl.handle.net/2152/31791.

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):

-1991-6882. “Use of geotextiles with enhanced lateral drainage in roads over expansive clays.” 2015. Web. 20 Sep 2017.

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

Vancouver:

-1991-6882. Use of geotextiles with enhanced lateral drainage in roads over expansive clays. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2017 Sep 20]. Available from: http://hdl.handle.net/2152/31791.

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:

-1991-6882. Use of geotextiles with enhanced lateral drainage in roads over expansive clays. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31791

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


Virginia Tech

9. Zhang, Yinning. Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 The objective of this study is to characterize the properties of typically adopted drainage layer materials in VA, OK, and ID. A series of laboratory… (more)

Subjects/Keywords: drainage layer; air void content; permeability; dynamic modulus; M-E pavement design

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APA (6th Edition):

Zhang, Y. (2015). Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51389

Chicago Manual of Style (16th Edition):

Zhang, Yinning. “Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design.” 2015. Doctoral Dissertation, Virginia Tech. Accessed September 20, 2017. http://hdl.handle.net/10919/51389.

MLA Handbook (7th Edition):

Zhang, Yinning. “Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design.” 2015. Web. 20 Sep 2017.

Vancouver:

Zhang Y. Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2017 Sep 20]. Available from: http://hdl.handle.net/10919/51389.

Council of Science Editors:

Zhang Y. Characterization of High Porosity Drainage Layer Materials for M-E Pavement Design. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51389


University of Akron

10. Rabab'ah, Samer Rateb. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.

Degree: PhD, Civil Engineering, 2007, University of Akron

 Providing adequate drainage to a pavement system has been considered as an important design consideration to prevent premature failures due to water related problems such… (more)

Subjects/Keywords: Engineering, Civil; permeable base; resilient modulus; pavement drainage; environmental factors; service life; EICM; moisture variation; MEPDG; unsaturated soil.

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APA (6th Edition):

Rabab'ah, S. R. (2007). INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048

Chicago Manual of Style (16th Edition):

Rabab'ah, Samer Rateb. “INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.” 2007. Doctoral Dissertation, University of Akron. Accessed September 20, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048.

MLA Handbook (7th Edition):

Rabab'ah, Samer Rateb. “INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.” 2007. Web. 20 Sep 2017.

Vancouver:

Rabab'ah SR. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. [Internet] [Doctoral dissertation]. University of Akron; 2007. [cited 2017 Sep 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048.

Council of Science Editors:

Rabab'ah SR. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. [Doctoral Dissertation]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048

11. CHAI KOK CHIEW. Drainage design of porous asphalt pavement.

Degree: 2004, National University of Singapore

Subjects/Keywords: Porous asphalt surface drainage course; porous asphalt pavement; drainage design; drainage capacity; finite element analysis.

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APA (6th Edition):

CHIEW, C. K. (2004). Drainage design of porous asphalt pavement. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13634 ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/1/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/2/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/3/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/4/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/5/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/6/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/7/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/8/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/9/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/10/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/11/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/12/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/13/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/14/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/15/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/16/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/17/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/18/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/19/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/20/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/21/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/22/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/23/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/24/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/25/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/26/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/27/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/28/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/29/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/30/bitstream

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):

CHIEW, CHAI KOK. “Drainage design of porous asphalt pavement.” 2004. Thesis, National University of Singapore. Accessed September 20, 2017. http://scholarbank.nus.edu.sg/handle/10635/13634 ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/1/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/2/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/3/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/4/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/5/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/6/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/7/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/8/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/9/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/10/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/11/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/12/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/13/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/14/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/15/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/16/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/17/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/18/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/19/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/20/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/21/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/22/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/23/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/24/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/25/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/26/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/27/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/28/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/29/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/30/bitstream.

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

MLA Handbook (7th Edition):

CHIEW, CHAI KOK. “Drainage design of porous asphalt pavement.” 2004. Web. 20 Sep 2017.

Vancouver:

CHIEW CK. Drainage design of porous asphalt pavement. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2017 Sep 20]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13634 ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/1/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/2/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/3/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/4/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/5/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/6/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/7/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/8/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/9/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/10/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/11/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/12/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/13/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/14/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/15/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/16/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/17/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/18/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/19/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/20/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/21/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/22/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/23/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/24/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/25/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/26/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/27/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/28/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/29/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/30/bitstream.

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

Council of Science Editors:

CHIEW CK. Drainage design of porous asphalt pavement. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13634 ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/1/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/2/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/3/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/4/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/5/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/6/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/7/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/8/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/9/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/10/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/11/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/12/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/13/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/14/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/15/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/16/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/17/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/18/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/19/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/20/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/21/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/22/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/23/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/24/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/25/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/26/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/27/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/28/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/29/bitstream ; http://scholarbank.nus.edu.sg/bitstream/10635%2F13634/30/bitstream

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


University of Florida

12. Verdugo, Cesar D. Evaluation of Long-Life Concrete Pavements in the State of Florida.

Degree: Civil Engineering
Civil and Coastal Engineering, 2012, University of Florida

 A research study was conducted to develop long-life concrete pavement designs with expected service life of over 50 years suitable for use in Florida. Two… (more)

Subjects/Keywords: base  – cement  – concrete  – cte  – drainage  – drip  – elasticity  – flexural  – flow  – infiltration  – long-life  – mepdg  – pavement  – pcc  – permeability  – portland  – slab  – steady  – thickness; Civil and Coastal Engineering

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

APA (6th Edition):

Verdugo, C. D. (2012). Evaluation of Long-Life Concrete Pavements in the State of Florida. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044782

Chicago Manual of Style (16th Edition):

Verdugo, Cesar D. “Evaluation of Long-Life Concrete Pavements in the State of Florida.” 2012. Masters Thesis, University of Florida. Accessed September 20, 2017. http://ufdc.ufl.edu/UFE0044782.

MLA Handbook (7th Edition):

Verdugo, Cesar D. “Evaluation of Long-Life Concrete Pavements in the State of Florida.” 2012. Web. 20 Sep 2017.

Vancouver:

Verdugo CD. Evaluation of Long-Life Concrete Pavements in the State of Florida. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2017 Sep 20]. Available from: http://ufdc.ufl.edu/UFE0044782.

Council of Science Editors:

Verdugo CD. Evaluation of Long-Life Concrete Pavements in the State of Florida. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044782


University of Cincinnati

13. Sander, Jason Andrew. Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement.

Degree: MS, Engineering : Civil Engineering, 2007, University of Cincinnati

 Previous studies have suggested that joint sealing practices may significantly enhance concrete pavement ride quality and structural performance. Presented herein is a performance report for… (more)

Subjects/Keywords: Engineering, Civil; joint sealing; unsealed joints; concrete pavement joint sealants; SHRP sealing effectiveness initiative; mechanistic evaluation of drainage features; joint sealant effectiveness; mechanistic evaluation of load transfer devices

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

APA (6th Edition):

Sander, J. A. (2007). Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1176222025

Chicago Manual of Style (16th Edition):

Sander, Jason Andrew. “Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement.” 2007. Masters Thesis, University of Cincinnati. Accessed September 20, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1176222025.

MLA Handbook (7th Edition):

Sander, Jason Andrew. “Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement.” 2007. Web. 20 Sep 2017.

Vancouver:

Sander JA. Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement. [Internet] [Masters thesis]. University of Cincinnati; 2007. [cited 2017 Sep 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1176222025.

Council of Science Editors:

Sander JA. Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement. [Masters Thesis]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1176222025

14. Pereira, Antonio Carlos Oquendo. Influência da drenagem subsuperficial no desempenho de pavimentos asfálticos.

Degree: Mestrado, Engenharia de Transportes, 2003, University of São Paulo

Desde a implantação das primeiras obras, há indicações de que seus construtores já apresentavam conhecimentos acerca da influência da drenagem no desempenho dos pavimentos. Muitos… (more)

Subjects/Keywords: Asphalt pavement performance; Desempenho de pavimento; Drainage; Drainage system; Drenagem subsuperficial; Drenos subsuperficiais; Pavimentos; Umidade

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

APA (6th Edition):

Pereira, A. C. O. (2003). Influência da drenagem subsuperficial no desempenho de pavimentos asfálticos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-27062007-191216/ ;

Chicago Manual of Style (16th Edition):

Pereira, Antonio Carlos Oquendo. “Influência da drenagem subsuperficial no desempenho de pavimentos asfálticos.” 2003. Masters Thesis, University of São Paulo. Accessed September 20, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-27062007-191216/ ;.

MLA Handbook (7th Edition):

Pereira, Antonio Carlos Oquendo. “Influência da drenagem subsuperficial no desempenho de pavimentos asfálticos.” 2003. Web. 20 Sep 2017.

Vancouver:

Pereira ACO. Influência da drenagem subsuperficial no desempenho de pavimentos asfálticos. [Internet] [Masters thesis]. University of São Paulo; 2003. [cited 2017 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-27062007-191216/ ;.

Council of Science Editors:

Pereira ACO. Influência da drenagem subsuperficial no desempenho de pavimentos asfálticos. [Masters Thesis]. University of São Paulo; 2003. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-27062007-191216/ ;


University of Kentucky

15. Liu, Yinhui. THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS.

Degree: 2005, University of Kentucky

Pavement subsurface drainage systems (PSDS) are designed to drain the entrapped water out of pavement. To investigate the effects of various factors on the performance… (more)

Subjects/Keywords: Pavement Subsurface Drainage; 3-D Finite Element Modeling; Unsaturated Soil Mechanics; Hydraulic Property Prediction; Rainfall Event Description

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

APA (6th Edition):

Liu, Y. (2005). THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS. (Doctoral Dissertation). University of Kentucky. Retrieved from http://uknowledge.uky.edu/gradschool_diss/311

Chicago Manual of Style (16th Edition):

Liu, Yinhui. “THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS.” 2005. Doctoral Dissertation, University of Kentucky. Accessed September 20, 2017. http://uknowledge.uky.edu/gradschool_diss/311.

MLA Handbook (7th Edition):

Liu, Yinhui. “THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS.” 2005. Web. 20 Sep 2017.

Vancouver:

Liu Y. THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS. [Internet] [Doctoral dissertation]. University of Kentucky; 2005. [cited 2017 Sep 20]. Available from: http://uknowledge.uky.edu/gradschool_diss/311.

Council of Science Editors:

Liu Y. THREE DIMENSIONAL FINITE ELEMENT MODELING OF PAVEMENT SUBSURFACE DRAINAGE SYSTEMS. [Doctoral Dissertation]. University of Kentucky; 2005. Available from: http://uknowledge.uky.edu/gradschool_diss/311


Brno University of Technology

16. Chlíbek, David. Studie polohy přestupního terminálu v Ivančicích .

Degree: 2013, Brno University of Technology

 Mým úkolem v rámci bakalářské práce je prověření polohy přestupního terminálu IDS v Ivančicích. S tímto úkolem je spojeno navržení nového železničního nástupiště a nového… (more)

Subjects/Keywords: Autobusový terminál; autobusová zastávka; železniční zastávka; autobusové nástupiště; železniční nástupiště; autobusový záliv; intravilán; úprava stávajícího stavu; návrh chodníků; přechodů pro chodce; reflexní dlažby; IDS; směrové řešení; příčný řez; železniční svršek; železniční spodek; odvodnění; přístřešek.; Bus terminal; bus stop; train stop; urban area; design current condition; design pavement and reflective pavement; IDS; directional solution; transverse section; railway superstructure; railway substructure; dewatering (drainage of); shelter.

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

APA (6th Edition):

Chlíbek, D. (2013). Studie polohy přestupního terminálu v Ivančicích . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28915

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):

Chlíbek, David. “Studie polohy přestupního terminálu v Ivančicích .” 2013. Thesis, Brno University of Technology. Accessed September 20, 2017. http://hdl.handle.net/11012/28915.

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

MLA Handbook (7th Edition):

Chlíbek, David. “Studie polohy přestupního terminálu v Ivančicích .” 2013. Web. 20 Sep 2017.

Vancouver:

Chlíbek D. Studie polohy přestupního terminálu v Ivančicích . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2017 Sep 20]. Available from: http://hdl.handle.net/11012/28915.

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

Council of Science Editors:

Chlíbek D. Studie polohy přestupního terminálu v Ivančicích . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28915

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

.