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You searched for subject:(Composite pavements). Showing records 1 – 15 of 15 total matches.

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Louisiana State University

1. Bandaru, Rakesh. Cost effective prevention of reflective cracking in composite pavements.

Degree: MSCE, Civil and Environmental Engineering, 2010, Louisiana State University

 Louisiana had experimented with various techniques and treatments to control reflection cracking since the 1970s; however, the cost-effectiveness and performance of these methods had not… (more)

Subjects/Keywords: composite pavements; glass-grid; reflective cracking

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APA (6th Edition):

Bandaru, R. (2010). Cost effective prevention of reflective cracking in composite pavements. (Masters Thesis). Louisiana State University. Retrieved from etd-11152010-144051 ; https://digitalcommons.lsu.edu/gradschool_theses/3508

Chicago Manual of Style (16th Edition):

Bandaru, Rakesh. “Cost effective prevention of reflective cracking in composite pavements.” 2010. Masters Thesis, Louisiana State University. Accessed August 17, 2019. etd-11152010-144051 ; https://digitalcommons.lsu.edu/gradschool_theses/3508.

MLA Handbook (7th Edition):

Bandaru, Rakesh. “Cost effective prevention of reflective cracking in composite pavements.” 2010. Web. 17 Aug 2019.

Vancouver:

Bandaru R. Cost effective prevention of reflective cracking in composite pavements. [Internet] [Masters thesis]. Louisiana State University; 2010. [cited 2019 Aug 17]. Available from: etd-11152010-144051 ; https://digitalcommons.lsu.edu/gradschool_theses/3508.

Council of Science Editors:

Bandaru R. Cost effective prevention of reflective cracking in composite pavements. [Masters Thesis]. Louisiana State University; 2010. Available from: etd-11152010-144051 ; https://digitalcommons.lsu.edu/gradschool_theses/3508


University of Minnesota

2. Tompkins, Derek Michael. A coupled lattice and nite element model for fracture in composite concrete pavements.

Degree: PhD, Civil Engineering, 2012, University of Minnesota

 Recent research in the United States has focused on the design, construction, and performance of composite concrete pavements - i.e., two heterogeneous concrete layers placed… (more)

Subjects/Keywords: Composite pavements; Concrete pavements; Finite element model; Fracture; Lattice model; Pavement engineering

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APA (6th Edition):

Tompkins, D. M. (2012). A coupled lattice and nite element model for fracture in composite concrete pavements. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/144062

Chicago Manual of Style (16th Edition):

Tompkins, Derek Michael. “A coupled lattice and nite element model for fracture in composite concrete pavements.” 2012. Doctoral Dissertation, University of Minnesota. Accessed August 17, 2019. http://purl.umn.edu/144062.

MLA Handbook (7th Edition):

Tompkins, Derek Michael. “A coupled lattice and nite element model for fracture in composite concrete pavements.” 2012. Web. 17 Aug 2019.

Vancouver:

Tompkins DM. A coupled lattice and nite element model for fracture in composite concrete pavements. [Internet] [Doctoral dissertation]. University of Minnesota; 2012. [cited 2019 Aug 17]. Available from: http://purl.umn.edu/144062.

Council of Science Editors:

Tompkins DM. A coupled lattice and nite element model for fracture in composite concrete pavements. [Doctoral Dissertation]. University of Minnesota; 2012. Available from: http://purl.umn.edu/144062


University of Florida

3. Sun, Xingsong. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 The structure of asphalt pavements are characterized by composition of pavement layers. Previous research has suggested that the bond conditions between pavement layers significantly affect… (more)

Subjects/Keywords: Asphalt; Bituminous concrete pavements; Composite materials; Fracture mechanics; Modeling; Pavement layers; Pavements; Specimens; Stress distribution; Tensile stress; asphalt  – cracking  – friction  – pavement

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APA (6th Edition):

Sun, X. (2011). Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043330

Chicago Manual of Style (16th Edition):

Sun, Xingsong. “Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.” 2011. Doctoral Dissertation, University of Florida. Accessed August 17, 2019. http://ufdc.ufl.edu/UFE0043330.

MLA Handbook (7th Edition):

Sun, Xingsong. “Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.” 2011. Web. 17 Aug 2019.

Vancouver:

Sun X. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Aug 17]. Available from: http://ufdc.ufl.edu/UFE0043330.

Council of Science Editors:

Sun X. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043330


University of Minnesota

4. Saxena, Priyam. Cracking of the PCC layer in composite pavement.

Degree: PhD, Civil Engineering, 2011, University of Minnesota

 An asphalt concrete (AC) overlay of a jointed plain concrete pavement (JPCP) is intended to extend the service life of the existing pavement structure. Also… (more)

Subjects/Keywords: Axle loading; Composite pavements; Fatigue cracking; Finite elements; MEPDG; Temperature curling; Civil Engineering

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APA (6th Edition):

Saxena, P. (2011). Cracking of the PCC layer in composite pavement. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/120023

Chicago Manual of Style (16th Edition):

Saxena, Priyam. “Cracking of the PCC layer in composite pavement.” 2011. Doctoral Dissertation, University of Minnesota. Accessed August 17, 2019. http://purl.umn.edu/120023.

MLA Handbook (7th Edition):

Saxena, Priyam. “Cracking of the PCC layer in composite pavement.” 2011. Web. 17 Aug 2019.

Vancouver:

Saxena P. Cracking of the PCC layer in composite pavement. [Internet] [Doctoral dissertation]. University of Minnesota; 2011. [cited 2019 Aug 17]. Available from: http://purl.umn.edu/120023.

Council of Science Editors:

Saxena P. Cracking of the PCC layer in composite pavement. [Doctoral Dissertation]. University of Minnesota; 2011. Available from: http://purl.umn.edu/120023


Texas A&M University

5. Pickett, Daniel Ernest. Extension and replacement of aspalt cement with sulphur.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Pavements, Asphalt concrete.; Pavements, Composite.; Sulfur industry.

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APA (6th Edition):

Pickett, D. E. (2012). Extension and replacement of aspalt cement with sulphur. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1977-THESIS-P597

Chicago Manual of Style (16th Edition):

Pickett, Daniel Ernest. “Extension and replacement of aspalt cement with sulphur.” 2012. Masters Thesis, Texas A&M University. Accessed August 17, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1977-THESIS-P597.

MLA Handbook (7th Edition):

Pickett, Daniel Ernest. “Extension and replacement of aspalt cement with sulphur.” 2012. Web. 17 Aug 2019.

Vancouver:

Pickett DE. Extension and replacement of aspalt cement with sulphur. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1977-THESIS-P597.

Council of Science Editors:

Pickett DE. Extension and replacement of aspalt cement with sulphur. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1977-THESIS-P597


University of New Mexico

6. Vallejo, Meghan. Predicting failure behavior of polymeric and asphalt composites using damage models.

Degree: Civil Engineering, 2012, University of New Mexico

 This study investigates the failure behavior of two types of composite materials using damage models within the framework of ABAQUS finite element software. The failure… (more)

Subjects/Keywords: Polymeric composites – Fatigue – Computer simulation; Composite materials – Delamination – Computer simulation; Pavements; Asphalt – Cracking – Computer simulation; Pavements – Overlays – Cracking – Computer simulation; Finite element method.

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APA (6th Edition):

Vallejo, M. (2012). Predicting failure behavior of polymeric and asphalt composites using damage models. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20793

Chicago Manual of Style (16th Edition):

Vallejo, Meghan. “Predicting failure behavior of polymeric and asphalt composites using damage models.” 2012. Masters Thesis, University of New Mexico. Accessed August 17, 2019. http://hdl.handle.net/1928/20793.

MLA Handbook (7th Edition):

Vallejo, Meghan. “Predicting failure behavior of polymeric and asphalt composites using damage models.” 2012. Web. 17 Aug 2019.

Vancouver:

Vallejo M. Predicting failure behavior of polymeric and asphalt composites using damage models. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/1928/20793.

Council of Science Editors:

Vallejo M. Predicting failure behavior of polymeric and asphalt composites using damage models. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20793


University of Florida

7. CHEN,YU. Composite Specimen Testing to Evaluate the Effects of Pavement Layer Interface Characteristics on Cracking Performance.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 Open graded mixture which is widely used for Open Graded Friction Course (OGFC) has considerably lower values of fracture energy density and dissipated creep strain… (more)

Subjects/Keywords: Asphalt; Composite materials; Emulsions; Pavement layers; Pavements; Shear strength; Shear stress; Specimens; Strain gauges; Transportation; ASPHALT  – BOND  – CRACKING  – FRACTURE  – INTERFACE

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APA (6th Edition):

CHEN,YU. (2011). Composite Specimen Testing to Evaluate the Effects of Pavement Layer Interface Characteristics on Cracking Performance. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042810

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

Chicago Manual of Style (16th Edition):

CHEN,YU. “Composite Specimen Testing to Evaluate the Effects of Pavement Layer Interface Characteristics on Cracking Performance.” 2011. Doctoral Dissertation, University of Florida. Accessed August 17, 2019. http://ufdc.ufl.edu/UFE0042810.

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

MLA Handbook (7th Edition):

CHEN,YU. “Composite Specimen Testing to Evaluate the Effects of Pavement Layer Interface Characteristics on Cracking Performance.” 2011. Web. 17 Aug 2019.

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

Vancouver:

CHEN,YU. Composite Specimen Testing to Evaluate the Effects of Pavement Layer Interface Characteristics on Cracking Performance. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Aug 17]. Available from: http://ufdc.ufl.edu/UFE0042810.

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

Council of Science Editors:

CHEN,YU. Composite Specimen Testing to Evaluate the Effects of Pavement Layer Interface Characteristics on Cracking Performance. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042810

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


University of Waterloo

8. Wafa, Rahanuma. Evaluating Unbonded Concrete Overlay for Usage on Ontario Residential Streets.

Degree: 2018, University of Waterloo

Composite pavements have become increasingly common in North America, these pavements usually result from the rehabilitation of Portland cement concrete (PCC) pavements. When a PCC… (more)

Subjects/Keywords: Concrete Overlay; Rehabilitation; Composite Pavements; Pavement Design; Residential; Unbonded; Bonded; Vibrating wire strain; Falling Weight Deflectometer; Light Weight Deflectometer; SurPRO; T2GO

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APA (6th Edition):

Wafa, R. (2018). Evaluating Unbonded Concrete Overlay for Usage on Ontario Residential Streets. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/12927

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):

Wafa, Rahanuma. “Evaluating Unbonded Concrete Overlay for Usage on Ontario Residential Streets.” 2018. Thesis, University of Waterloo. Accessed August 17, 2019. http://hdl.handle.net/10012/12927.

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

MLA Handbook (7th Edition):

Wafa, Rahanuma. “Evaluating Unbonded Concrete Overlay for Usage on Ontario Residential Streets.” 2018. Web. 17 Aug 2019.

Vancouver:

Wafa R. Evaluating Unbonded Concrete Overlay for Usage on Ontario Residential Streets. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/10012/12927.

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

Council of Science Editors:

Wafa R. Evaluating Unbonded Concrete Overlay for Usage on Ontario Residential Streets. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/12927

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


Texas A&M University

9. Pickett, David L. Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Pavements, Asphalt concrete - Cracking.; Pavements, Asphalt concrete - Maintenance and repair.; Pavements, Composite.

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APA (6th Edition):

Pickett, D. L. (2012). Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1981-THESIS-P597

Chicago Manual of Style (16th Edition):

Pickett, David L. “Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays.” 2012. Masters Thesis, Texas A&M University. Accessed August 17, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1981-THESIS-P597.

MLA Handbook (7th Edition):

Pickett, David L. “Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays.” 2012. Web. 17 Aug 2019.

Vancouver:

Pickett DL. Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1981-THESIS-P597.

Council of Science Editors:

Pickett DL. Laboratory evaluation of selected fabrics for reinforcement of asphaltic concrete overlays. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1981-THESIS-P597


Loughborough University

10. Edwards, Jonathan Paul. Laboratory characterisation of pavement foundation materials.

Degree: Thesis (Eng.D.), 2007, Loughborough University

 Pavement foundations for major roads in the UK were historically designed on an empirical basis, related to a single design chart, restricting the incorporation of… (more)

Subjects/Keywords: Pavements; Laboratory testing; Aggregates; HBM; Foundation stiffness; Composite materials; Laboratories – Design and construction; Civil engineering; Pavements – Testing; Pavements – Design and construction; Aggregates (Building materials)

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APA (6th Edition):

Edwards, J. P. (2007). Laboratory characterisation of pavement foundation materials. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/3067 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763378

Chicago Manual of Style (16th Edition):

Edwards, Jonathan Paul. “Laboratory characterisation of pavement foundation materials.” 2007. Doctoral Dissertation, Loughborough University. Accessed August 17, 2019. https://dspace.lboro.ac.uk/2134/3067 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763378.

MLA Handbook (7th Edition):

Edwards, Jonathan Paul. “Laboratory characterisation of pavement foundation materials.” 2007. Web. 17 Aug 2019.

Vancouver:

Edwards JP. Laboratory characterisation of pavement foundation materials. [Internet] [Doctoral dissertation]. Loughborough University; 2007. [cited 2019 Aug 17]. Available from: https://dspace.lboro.ac.uk/2134/3067 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763378.

Council of Science Editors:

Edwards JP. Laboratory characterisation of pavement foundation materials. [Doctoral Dissertation]. Loughborough University; 2007. Available from: https://dspace.lboro.ac.uk/2134/3067 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763378


Virginia Tech

11. Núñez, Orlando. Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 In most road infrastructure networks, the two prevalent types of pavements considered during the pavement type selection (PTS) process are flexible and rigid. Thus, these… (more)

Subjects/Keywords: Composite pavements; pavement design; economic analysis; technical analysis; pavement type selection process; semi-rigid pavements

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APA (6th Edition):

Núñez, O. (2007). Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36066

Chicago Manual of Style (16th Edition):

Núñez, Orlando. “Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process.” 2007. Masters Thesis, Virginia Tech. Accessed August 17, 2019. http://hdl.handle.net/10919/36066.

MLA Handbook (7th Edition):

Núñez, Orlando. “Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process.” 2007. Web. 17 Aug 2019.

Vancouver:

Núñez O. Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/10919/36066.

Council of Science Editors:

Núñez O. Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/36066


University of Maine

12. Swett, Lauren J. Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain.

Degree: MSCE, Civil Engineering, 2007, University of Maine

  Pavement design procedures have advanced a great deal in recent years, changing from empirical equations based on road tests in the 1950s to mechanistic-empirical… (more)

Subjects/Keywords: Pavements; Composite - Testing; Strains and stresses - Measurement; Civil and Environmental Engineering

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APA (6th Edition):

Swett, L. J. (2007). Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/111

Chicago Manual of Style (16th Edition):

Swett, Lauren J. “Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain.” 2007. Masters Thesis, University of Maine. Accessed August 17, 2019. https://digitalcommons.library.umaine.edu/etd/111.

MLA Handbook (7th Edition):

Swett, Lauren J. “Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain.” 2007. Web. 17 Aug 2019.

Vancouver:

Swett LJ. Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain. [Internet] [Masters thesis]. University of Maine; 2007. [cited 2019 Aug 17]. Available from: https://digitalcommons.library.umaine.edu/etd/111.

Council of Science Editors:

Swett LJ. Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain. [Masters Thesis]. University of Maine; 2007. Available from: https://digitalcommons.library.umaine.edu/etd/111


Northeastern University

13. Zhang, Yiying. Use of vehicle noise for roadway distress detection and assessment.

Degree: PhD, Department of Civil and Environmental Engineering, 2015, Northeastern University

 This work evaluates the pavement surface condition and detects the pavement subsurface delamination through vehicle noise collected by microphones mounted underneath a moving vehicle. Such… (more)

Subjects/Keywords: macrotexture depth (MTD); Pavement Condition Assessment; Pavement Condition Index (PCI); Pavement Subsurface Debonding; Principal Component Analysis (PCA); Tire/Road Noise; Civil Engineering; Pavements; Deterioration; Evaluation; Composite materials; Delamination; Traffic noise; Measurement; Motor vehicles; Noise; Data processing

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APA (6th Edition):

Zhang, Y. (2015). Use of vehicle noise for roadway distress detection and assessment. (Doctoral Dissertation). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20009290

Chicago Manual of Style (16th Edition):

Zhang, Yiying. “Use of vehicle noise for roadway distress detection and assessment.” 2015. Doctoral Dissertation, Northeastern University. Accessed August 17, 2019. http://hdl.handle.net/2047/d20009290.

MLA Handbook (7th Edition):

Zhang, Yiying. “Use of vehicle noise for roadway distress detection and assessment.” 2015. Web. 17 Aug 2019.

Vancouver:

Zhang Y. Use of vehicle noise for roadway distress detection and assessment. [Internet] [Doctoral dissertation]. Northeastern University; 2015. [cited 2019 Aug 17]. Available from: http://hdl.handle.net/2047/d20009290.

Council of Science Editors:

Zhang Y. Use of vehicle noise for roadway distress detection and assessment. [Doctoral Dissertation]. Northeastern University; 2015. Available from: http://hdl.handle.net/2047/d20009290


Loughborough University

14. Lambert, John Peter. Novel assessment test for granular road foundation materials.

Degree: Thesis (Eng.D.), 2007, Loughborough University

 Drivers for sustainability have made it necessary for the construction industry to adapt its traditional processes to become both more efficient and produce less waste.… (more)

Subjects/Keywords: Innovative and recycled materials; Roads and highways; Sustainability; Composite stiffness; Dynamic plate test; Granular materials – Testing; Pavements, Concrete – Testing; Road materials – Testing

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APA (6th Edition):

Lambert, J. P. (2007). Novel assessment test for granular road foundation materials. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/3099 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763379

Chicago Manual of Style (16th Edition):

Lambert, John Peter. “Novel assessment test for granular road foundation materials.” 2007. Doctoral Dissertation, Loughborough University. Accessed August 17, 2019. https://dspace.lboro.ac.uk/2134/3099 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763379.

MLA Handbook (7th Edition):

Lambert, John Peter. “Novel assessment test for granular road foundation materials.” 2007. Web. 17 Aug 2019.

Vancouver:

Lambert JP. Novel assessment test for granular road foundation materials. [Internet] [Doctoral dissertation]. Loughborough University; 2007. [cited 2019 Aug 17]. Available from: https://dspace.lboro.ac.uk/2134/3099 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763379.

Council of Science Editors:

Lambert JP. Novel assessment test for granular road foundation materials. [Doctoral Dissertation]. Loughborough University; 2007. Available from: https://dspace.lboro.ac.uk/2134/3099 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.763379


University of Florida

15. Tapia, Patricio E. Analysis, Testing and Verification of the Behavior of Composite Pavements Under Florida Conditions Using a Heavy Vehicle Simulator.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 Whitetopping (WT) is a rehabilitation method to resurface deteriorated asphalt pavements. While some of these composite pavements have performed very well carrying heavy load, other… (more)

Subjects/Keywords: Asphalt; Concrete slabs; Modeling; Moduli of elasticity; Pavements; Strain gauges; Surface temperature; Temperature distribution; Tensile stress; Three dimensional modeling; asphalt, bond, calibration, composite, concrete, florida, hvs, interface, model, pavement, whitetopping

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

APA (6th Edition):

Tapia, P. E. (2007). Analysis, Testing and Verification of the Behavior of Composite Pavements Under Florida Conditions Using a Heavy Vehicle Simulator. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021631

Chicago Manual of Style (16th Edition):

Tapia, Patricio E. “Analysis, Testing and Verification of the Behavior of Composite Pavements Under Florida Conditions Using a Heavy Vehicle Simulator.” 2007. Doctoral Dissertation, University of Florida. Accessed August 17, 2019. http://ufdc.ufl.edu/UFE0021631.

MLA Handbook (7th Edition):

Tapia, Patricio E. “Analysis, Testing and Verification of the Behavior of Composite Pavements Under Florida Conditions Using a Heavy Vehicle Simulator.” 2007. Web. 17 Aug 2019.

Vancouver:

Tapia PE. Analysis, Testing and Verification of the Behavior of Composite Pavements Under Florida Conditions Using a Heavy Vehicle Simulator. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Aug 17]. Available from: http://ufdc.ufl.edu/UFE0021631.

Council of Science Editors:

Tapia PE. Analysis, Testing and Verification of the Behavior of Composite Pavements Under Florida Conditions Using a Heavy Vehicle Simulator. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021631

.