Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"University of New Mexico" +contributor:("Tarefder, Rafiqul"). Showing records 1 – 30 of 33 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

Levels

▼ Search Limiters


University of New Mexico

1. Weldegiorgis, Mekdim. On Dynamic Modulus of Asphalt Concrete for Moisture Damage.

Degree: Civil Engineering, 2014, University of New Mexico

 Dynamic modulus (E*) test has gained substantial acceptance in recent years for evaluating Hot Mix Asphalt (HMA) rutting and fatigue cracking performances. Indeed, the recently… (more)

Subjects/Keywords: Dynamic; Modulus; Modeling; Moisture; Damage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Weldegiorgis, M. (2014). On Dynamic Modulus of Asphalt Concrete for Moisture Damage. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/24357

Chicago Manual of Style (16th Edition):

Weldegiorgis, Mekdim. “On Dynamic Modulus of Asphalt Concrete for Moisture Damage.” 2014. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/24357.

MLA Handbook (7th Edition):

Weldegiorgis, Mekdim. “On Dynamic Modulus of Asphalt Concrete for Moisture Damage.” 2014. Web. 23 Feb 2019.

Vancouver:

Weldegiorgis M. On Dynamic Modulus of Asphalt Concrete for Moisture Damage. [Internet] [Doctoral dissertation]. University of New Mexico; 2014. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/24357.

Council of Science Editors:

Weldegiorgis M. On Dynamic Modulus of Asphalt Concrete for Moisture Damage. [Doctoral Dissertation]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/24357


University of New Mexico

2. Pan, Jielin. A study of Asphalt Aging Behavior Using Molecular Dynamics Simulations.

Degree: Civil Engineering, 2016, University of New Mexico

 Oxidative aging is a major issue in asphalt pavements that leads to hardening of the asphalt, which further contributes significantly to asphalt pavement embrittlement and… (more)

Subjects/Keywords: Molecular Dynamics Simulation; Asphalt Oxidative Aging; Physical; Rheological and Mechanical Properties; Temperature and Mositure Impacts

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pan, J. (2016). A study of Asphalt Aging Behavior Using Molecular Dynamics Simulations. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31738

Chicago Manual of Style (16th Edition):

Pan, Jielin. “A study of Asphalt Aging Behavior Using Molecular Dynamics Simulations.” 2016. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/31738.

MLA Handbook (7th Edition):

Pan, Jielin. “A study of Asphalt Aging Behavior Using Molecular Dynamics Simulations.” 2016. Web. 23 Feb 2019.

Vancouver:

Pan J. A study of Asphalt Aging Behavior Using Molecular Dynamics Simulations. [Internet] [Doctoral dissertation]. University of New Mexico; 2016. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/31738.

Council of Science Editors:

Pan J. A study of Asphalt Aging Behavior Using Molecular Dynamics Simulations. [Doctoral Dissertation]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31738


University of New Mexico

3. Hasan, Md Amanul. Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico.

Degree: Civil Engineering, 2016, University of New Mexico

 Traffic is one of the key inputs in pavement design. The pavement Mechanistic-Empirical (ME) design allows three different types of input level of traffic data… (more)

Subjects/Keywords: Asphalt Pavement; Input Level; Pavement Performance; Weigh-in-Motion; Traffic Load; Cluster Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hasan, M. A. (2016). Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/32955

Chicago Manual of Style (16th Edition):

Hasan, Md Amanul. “Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico.” 2016. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/32955.

MLA Handbook (7th Edition):

Hasan, Md Amanul. “Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico.” 2016. Web. 23 Feb 2019.

Vancouver:

Hasan MA. Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/32955.

Council of Science Editors:

Hasan MA. Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/32955


University of New Mexico

4. Arifuzzaman, Md. Nano-scale evaluation of moisture damage in asphalt.

Degree: Civil Engineering, 2011, University of New Mexico

 Moisture damage is one of the major problems of asphalt pavements in United States. The moisture damage problem in asphalt has been studied for decades;… (more)

Subjects/Keywords: Asphalt – Moisture – Testing; Polymer asphalt – Moisture – Testing; Asphalt – Absorption and adsorption – Testing; Polymer asphalt – Absorption and adsorption – Testing.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Arifuzzaman, M. (2011). Nano-scale evaluation of moisture damage in asphalt. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/12068

Chicago Manual of Style (16th Edition):

Arifuzzaman, Md. “Nano-scale evaluation of moisture damage in asphalt.” 2011. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/12068.

MLA Handbook (7th Edition):

Arifuzzaman, Md. “Nano-scale evaluation of moisture damage in asphalt.” 2011. Web. 23 Feb 2019.

Vancouver:

Arifuzzaman M. Nano-scale evaluation of moisture damage in asphalt. [Internet] [Doctoral dissertation]. University of New Mexico; 2011. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/12068.

Council of Science Editors:

Arifuzzaman M. Nano-scale evaluation of moisture damage in asphalt. [Doctoral Dissertation]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/12068


University of New Mexico

5. Harris, Mark. STRUCTURAL INFLUENCES ON INTENSITY INTERFEROMETRY CORRELATION.

Degree: Civil Engineering, 2015, University of New Mexico

 Pairing the information received from multiple telescopes to explore the universe is typically based on the interference phenomenon between amplitudes of light, rather their intensities.… (more)

Subjects/Keywords: Optics; Ray Tracing; Intensity Interferometry

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Harris, M. (2015). STRUCTURAL INFLUENCES ON INTENSITY INTERFEROMETRY CORRELATION. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/30388

Chicago Manual of Style (16th Edition):

Harris, Mark. “STRUCTURAL INFLUENCES ON INTENSITY INTERFEROMETRY CORRELATION.” 2015. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/30388.

MLA Handbook (7th Edition):

Harris, Mark. “STRUCTURAL INFLUENCES ON INTENSITY INTERFEROMETRY CORRELATION.” 2015. Web. 23 Feb 2019.

Vancouver:

Harris M. STRUCTURAL INFLUENCES ON INTENSITY INTERFEROMETRY CORRELATION. [Internet] [Doctoral dissertation]. University of New Mexico; 2015. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/30388.

Council of Science Editors:

Harris M. STRUCTURAL INFLUENCES ON INTENSITY INTERFEROMETRY CORRELATION. [Doctoral Dissertation]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/30388


University of New Mexico

6. Pease, Ronald Eric. Hydraulic properties of asphalt concrete.

Degree: Civil Engineering, 2010, University of New Mexico

 This research has applied standard unsaturated flow models and laboratory methods common to soil analysis, to characterize the hydraulic properties of asphalt concrete. Wetting and… (more)

Subjects/Keywords: Asphalt concrete – Moisture; Asphalt concrete – Drying; Asphalt concrete – Permeability; Soils – Analysis – Methodology.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pease, R. E. (2010). Hydraulic properties of asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/11077

Chicago Manual of Style (16th Edition):

Pease, Ronald Eric. “Hydraulic properties of asphalt concrete.” 2010. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/11077.

MLA Handbook (7th Edition):

Pease, Ronald Eric. “Hydraulic properties of asphalt concrete.” 2010. Web. 23 Feb 2019.

Vancouver:

Pease RE. Hydraulic properties of asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2010. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/11077.

Council of Science Editors:

Pease RE. Hydraulic properties of asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/11077


University of New Mexico

7. Ahmed, Mesbah Uddin. Evaluation of FWD software and deflection basin for airport pavements.

Degree: Civil Engineering, 2010, University of New Mexico

 Falling Weight Deflectometer (FWD) test data are processed by backcalculation software to obtain modulus of layer materials of airport pavements. Currently, several backcalculation software are… (more)

Subjects/Keywords: Runways (Aeronautics) – Testing – Data processing; Pavements – Testing – Data processing; Nondestructive testing – Data processing; Structural analysis (Engineering) – Statistical methods; Finite element method.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahmed, M. U. (2010). Evaluation of FWD software and deflection basin for airport pavements. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/11076

Chicago Manual of Style (16th Edition):

Ahmed, Mesbah Uddin. “Evaluation of FWD software and deflection basin for airport pavements.” 2010. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/11076.

MLA Handbook (7th Edition):

Ahmed, Mesbah Uddin. “Evaluation of FWD software and deflection basin for airport pavements.” 2010. Web. 23 Feb 2019.

Vancouver:

Ahmed MU. Evaluation of FWD software and deflection basin for airport pavements. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/11076.

Council of Science Editors:

Ahmed MU. Evaluation of FWD software and deflection basin for airport pavements. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/11076


University of New Mexico

8. Kias, Evan Michael Casey. Laboratory evaluation of cracking in asphalt concrete.

Degree: Civil Engineering, 2009, University of New Mexico

 Cracking is one of the major distresses in asphalt concrete leading to high maintenance and rehabilitation costs throughout the nations pavement infrastructure. Asphalt concrete is… (more)

Subjects/Keywords: Asphalt concrete – Cracking; Asphalt concrete pavements – Cracking.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kias, E. M. C. (2009). Laboratory evaluation of cracking in asphalt concrete. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/7644

Chicago Manual of Style (16th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/7644.

MLA Handbook (7th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Web. 23 Feb 2019.

Vancouver:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Internet] [Masters thesis]. University of New Mexico; 2009. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/7644.

Council of Science Editors:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Masters Thesis]. University of New Mexico; 2009. Available from: http://hdl.handle.net/1928/7644


University of New Mexico

9. Sumee, Nasrin. Sensitivity of MEPDG Using Advanced Statistical Analyses.

Degree: Civil Engineering, 2011, University of New Mexico

 Recently, pavement design has changed from old method based on empirical relation to a new method called Mechanistic Empirical Pavement Design Guide (MEPDG). It is… (more)

Subjects/Keywords: MEPDG Sensitivity

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sumee, N. (2011). Sensitivity of MEPDG Using Advanced Statistical Analyses. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/12063

Chicago Manual of Style (16th Edition):

Sumee, Nasrin. “Sensitivity of MEPDG Using Advanced Statistical Analyses.” 2011. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/12063.

MLA Handbook (7th Edition):

Sumee, Nasrin. “Sensitivity of MEPDG Using Advanced Statistical Analyses.” 2011. Web. 23 Feb 2019.

Vancouver:

Sumee N. Sensitivity of MEPDG Using Advanced Statistical Analyses. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/12063.

Council of Science Editors:

Sumee N. Sensitivity of MEPDG Using Advanced Statistical Analyses. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/12063


University of New Mexico

10. Yousefi, Seyed Saleh. Rheological and nanomechanical characterization of aging in polymer modified asphalt.

Degree: Civil Engineering, 2011, University of New Mexico

 In this study, change in rheological and nanomechanical properties of asphalt due to aging is determined in the laboratory. Asphalt binders are aged using Rolling… (more)

Subjects/Keywords: Polymer asphalt – Deterioration; Polymer asphalt – Testing.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yousefi, S. S. (2011). Rheological and nanomechanical characterization of aging in polymer modified asphalt. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/12066

Chicago Manual of Style (16th Edition):

Yousefi, Seyed Saleh. “Rheological and nanomechanical characterization of aging in polymer modified asphalt.” 2011. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/12066.

MLA Handbook (7th Edition):

Yousefi, Seyed Saleh. “Rheological and nanomechanical characterization of aging in polymer modified asphalt.” 2011. Web. 23 Feb 2019.

Vancouver:

Yousefi SS. Rheological and nanomechanical characterization of aging in polymer modified asphalt. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/12066.

Council of Science Editors:

Yousefi SS. Rheological and nanomechanical characterization of aging in polymer modified asphalt. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/12066


University of New Mexico

11. Rodriguez Ruiz, Jose Ivan. Characterization of traffic load and local calibration of the MEPDG for New Mexico.

Degree: Civil Engineering, 2012, University of New Mexico

 In the Mechanistic-Empirical Pavement Design Guide (MEPDG), traffic loading is more complex and precise than in the old AASHTO 1993 Guide. Traffic load in MEPDG… (more)

Subjects/Keywords: Pavements – Performance – New Mexico – Measurement; Pavements – Live loads – New Mexico – Measurement; Pavements – New Mexico – Design and construction.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rodriguez Ruiz, J. I. (2012). Characterization of traffic load and local calibration of the MEPDG for New Mexico. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/17449

Chicago Manual of Style (16th Edition):

Rodriguez Ruiz, Jose Ivan. “Characterization of traffic load and local calibration of the MEPDG for New Mexico.” 2012. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/17449.

MLA Handbook (7th Edition):

Rodriguez Ruiz, Jose Ivan. “Characterization of traffic load and local calibration of the MEPDG for New Mexico.” 2012. Web. 23 Feb 2019.

Vancouver:

Rodriguez Ruiz JI. Characterization of traffic load and local calibration of the MEPDG for New Mexico. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/17449.

Council of Science Editors:

Rodriguez Ruiz JI. Characterization of traffic load and local calibration of the MEPDG for New Mexico. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/17449


University of New Mexico

12. Cabrera, Anthony. Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil.

Degree: Civil Engineering, 2012, University of New Mexico

 Resilient modulus (Mr) is a laboratory determined parameter, where a cylindrical specimen is subjected to dynamic axial stresses under confining stresses, while axial deformations are… (more)

Subjects/Keywords: Shear strength of soils – Measurement; Pavements – New Mexico – Subgrades – Testing; Soils – New Mexico – Testing; Soil moisture – Measurement.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cabrera, A. (2012). Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20760

Chicago Manual of Style (16th Edition):

Cabrera, Anthony. “Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil.” 2012. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/20760.

MLA Handbook (7th Edition):

Cabrera, Anthony. “Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil.” 2012. Web. 23 Feb 2019.

Vancouver:

Cabrera A. Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/20760.

Council of Science Editors:

Cabrera A. Evaluation of the laboratory resilient modulus test using a New Mexico subgrade soil. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20760


University of New Mexico

13. Sobien, Helen. The effect of mica on the aging of asphalt binder.

Degree: Civil Engineering, 2012, University of New Mexico

 Asphalt Concrete (AC) consists of approximately 95% aggregate, by weight. Of this 95%, about 6% is smaller than 0.075 mm in size (passing the200 sieve… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Materials; Pavements; Asphalt concrete – Performance; Asphalt emulsion mixtures; Binders (Materials) – Testing; Mica.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sobien, H. (2012). The effect of mica on the aging of asphalt binder. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20789

Chicago Manual of Style (16th Edition):

Sobien, Helen. “The effect of mica on the aging of asphalt binder.” 2012. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/20789.

MLA Handbook (7th Edition):

Sobien, Helen. “The effect of mica on the aging of asphalt binder.” 2012. Web. 23 Feb 2019.

Vancouver:

Sobien H. The effect of mica on the aging of asphalt binder. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/20789.

Council of Science Editors:

Sobien H. The effect of mica on the aging of asphalt binder. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20789


University of New Mexico

14. 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.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 February 23, 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. 23 Feb 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 Feb 23]. 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 New Mexico

15. Faisal, Hasan. Nanomechanical characterization of asphalt.

Degree: Civil Engineering, 2013, University of New Mexico

 In this study, asphalt binder and asphalt concrete (AC) materials are characterized using laboratory nanoindentation testing and mechanical models. Traditionally, laboratory nanoindentation test data is… (more)

Subjects/Keywords: Asphalt concrete – Testing; Binders (Materials) – Testing; Nanotechnology.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Faisal, H. (2013). Nanomechanical characterization of asphalt. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/21996

Chicago Manual of Style (16th Edition):

Faisal, Hasan. “Nanomechanical characterization of asphalt.” 2013. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/21996.

MLA Handbook (7th Edition):

Faisal, Hasan. “Nanomechanical characterization of asphalt.” 2013. Web. 23 Feb 2019.

Vancouver:

Faisal H. Nanomechanical characterization of asphalt. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/21996.

Council of Science Editors:

Faisal H. Nanomechanical characterization of asphalt. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/21996


University of New Mexico

16. Rahman, Md Mostaqur. Alternatives to PCI and MicroPAVER based maintenance solutions for airport pavements.

Degree: Civil Engineering, 2013, University of New Mexico

 Airport pavements need to be maintained for adequate health condition by implementing cost effective maintenance solutions. Traditionally, maintenance and repair techniques have been developed based… (more)

Subjects/Keywords: Runways (Aeronautics) – Maintenance and repair; Runways (Aeronautics) – New Mexico – Evaluation; Pavements; Asphalt concrete – Testing.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rahman, M. M. (2013). Alternatives to PCI and MicroPAVER based maintenance solutions for airport pavements. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/22015

Chicago Manual of Style (16th Edition):

Rahman, Md Mostaqur. “Alternatives to PCI and MicroPAVER based maintenance solutions for airport pavements.” 2013. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/22015.

MLA Handbook (7th Edition):

Rahman, Md Mostaqur. “Alternatives to PCI and MicroPAVER based maintenance solutions for airport pavements.” 2013. Web. 23 Feb 2019.

Vancouver:

Rahman MM. Alternatives to PCI and MicroPAVER based maintenance solutions for airport pavements. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/22015.

Council of Science Editors:

Rahman MM. Alternatives to PCI and MicroPAVER based maintenance solutions for airport pavements. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/22015


University of New Mexico

17. Ahmad, Mohiuddin. PERMEABILITY AND MOISTURE DAMAGE CHARACTERISTICS OF ASPHALT PAVEMENTS.

Degree: Civil Engineering, 2014, University of New Mexico

 In the past, numerous studies have been conducted on the topics of moisture damage and permeability, but very few studies have correlated permeability with moisture… (more)

Subjects/Keywords: Permeability; Damage; TSR; Porosity; Tracer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahmad, M. (2014). PERMEABILITY AND MOISTURE DAMAGE CHARACTERISTICS OF ASPHALT PAVEMENTS. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23596

Chicago Manual of Style (16th Edition):

Ahmad, Mohiuddin. “PERMEABILITY AND MOISTURE DAMAGE CHARACTERISTICS OF ASPHALT PAVEMENTS.” 2014. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/23596.

MLA Handbook (7th Edition):

Ahmad, Mohiuddin. “PERMEABILITY AND MOISTURE DAMAGE CHARACTERISTICS OF ASPHALT PAVEMENTS.” 2014. Web. 23 Feb 2019.

Vancouver:

Ahmad M. PERMEABILITY AND MOISTURE DAMAGE CHARACTERISTICS OF ASPHALT PAVEMENTS. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/23596.

Council of Science Editors:

Ahmad M. PERMEABILITY AND MOISTURE DAMAGE CHARACTERISTICS OF ASPHALT PAVEMENTS. [Masters Thesis]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/23596


University of New Mexico

18. Ahsan, Sanjida. Assessment of Antistripping Agents on Adhesion of Damaged Asphalt by Neural Network.

Degree: Civil Engineering, 2014, University of New Mexico

 In this study, Neural Network (NN) model is developed to quantify nano-level adhesion force of moisture damaged asphalt binder using Atomic Force Microscopy (AFM) test… (more)

Subjects/Keywords: Antistripping Agents; Adhesion; Asphalt; Neural Network

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahsan, S. (2014). Assessment of Antistripping Agents on Adhesion of Damaged Asphalt by Neural Network. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23597

Chicago Manual of Style (16th Edition):

Ahsan, Sanjida. “Assessment of Antistripping Agents on Adhesion of Damaged Asphalt by Neural Network.” 2014. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/23597.

MLA Handbook (7th Edition):

Ahsan, Sanjida. “Assessment of Antistripping Agents on Adhesion of Damaged Asphalt by Neural Network.” 2014. Web. 23 Feb 2019.

Vancouver:

Ahsan S. Assessment of Antistripping Agents on Adhesion of Damaged Asphalt by Neural Network. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/23597.

Council of Science Editors:

Ahsan S. Assessment of Antistripping Agents on Adhesion of Damaged Asphalt by Neural Network. [Masters Thesis]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/23597


University of New Mexico

19. Rahman, Md Tahmidur. Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils.

Degree: Civil Engineering, 2014, University of New Mexico

 Resilient modulus (MR) of soils is well-accepted and essential parameter for structural design of flexible pavements using the Mechanistic Empirical Pavement Design Guide (MEPDG). A… (more)

Subjects/Keywords: Resilient Modulus; Soil Suctions; Lime Stabilization; Freeze-Thaw

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rahman, M. T. (2014). Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23626

Chicago Manual of Style (16th Edition):

Rahman, Md Tahmidur. “Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils.” 2014. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/23626.

MLA Handbook (7th Edition):

Rahman, Md Tahmidur. “Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils.” 2014. Web. 23 Feb 2019.

Vancouver:

Rahman MT. Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/23626.

Council of Science Editors:

Rahman MT. Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils. [Masters Thesis]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/23626


University of New Mexico

20. Bisht, Raju. Evaluation of selected airport pavements in New Mexico.

Degree: Civil Engineering, 2010, University of New Mexico

 Rehabilitation of poor conditioned airport pavements can be very expensive compared to the rehabilitation of relatively good conditioned airport pavements. Determining the conditions of airport… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Testing; Pavements – Subgrades – Testing; Runways (Aeronautics) – Maintenance and repair; Runways (Aeronautics) – New Mexico – Evaluation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bisht, R. (2010). Evaluation of selected airport pavements in New Mexico. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/10804

Chicago Manual of Style (16th Edition):

Bisht, Raju. “Evaluation of selected airport pavements in New Mexico.” 2010. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/10804.

MLA Handbook (7th Edition):

Bisht, Raju. “Evaluation of selected airport pavements in New Mexico.” 2010. Web. 23 Feb 2019.

Vancouver:

Bisht R. Evaluation of selected airport pavements in New Mexico. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/10804.

Council of Science Editors:

Bisht R. Evaluation of selected airport pavements in New Mexico. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/10804


University of New Mexico

21. Mendez Larrain, Matias Mario. ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE.

Degree: Civil Engineering, 2016, University of New Mexico

 Asphalt Concrete (AC) is susceptible to permanent deformation under traffic loading which is affected by AC temperature, mixture type, gradation, aggregate type, binder type and… (more)

Subjects/Keywords: Rutting; Moisture Damage; Hamburg Wheel Tracking Device; Weibull

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mendez Larrain, M. M. (2016). ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31683

Chicago Manual of Style (16th Edition):

Mendez Larrain, Matias Mario. “ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE.” 2016. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/31683.

MLA Handbook (7th Edition):

Mendez Larrain, Matias Mario. “ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE.” 2016. Web. 23 Feb 2019.

Vancouver:

Mendez Larrain MM. ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/31683.

Council of Science Editors:

Mendez Larrain MM. ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31683


University of New Mexico

22. Bond, Jamey. Non-linear dynamic modeling using component mode synthesis.

Degree: Mechanical Engineering, 2010, University of New Mexico

 Dynamic simulations provide insight into the operation of complex mechanisms under dynamic loading conditions. These types of analyses are important to understand design margins and… (more)

Subjects/Keywords: Dynamics; Rigid – Computer simulation; Live loads – Computer simulation; Plastic analysis (Engineering); Finite element method.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bond, J. (2010). Non-linear dynamic modeling using component mode synthesis. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/10301

Chicago Manual of Style (16th Edition):

Bond, Jamey. “Non-linear dynamic modeling using component mode synthesis.” 2010. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/10301.

MLA Handbook (7th Edition):

Bond, Jamey. “Non-linear dynamic modeling using component mode synthesis.” 2010. Web. 23 Feb 2019.

Vancouver:

Bond J. Non-linear dynamic modeling using component mode synthesis. [Internet] [Doctoral dissertation]. University of New Mexico; 2010. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/10301.

Council of Science Editors:

Bond J. Non-linear dynamic modeling using component mode synthesis. [Doctoral Dissertation]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/10301


University of New Mexico

23. Jamison, Ryan. Indentation Behavior of Multilayer Al/SiC Thin Films.

Degree: Mechanical Engineering, 2015, University of New Mexico

 Nanoindentation is useful for evaluating the mechanical properties, such as hardness and Youngs modulus, of bulk and thin film materials. Multilayer thin films are an… (more)

Subjects/Keywords: FEA; Nanoindentation; Thin Films; Delamination

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jamison, R. (2015). Indentation Behavior of Multilayer Al/SiC Thin Films. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/27792

Chicago Manual of Style (16th Edition):

Jamison, Ryan. “Indentation Behavior of Multilayer Al/SiC Thin Films.” 2015. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/27792.

MLA Handbook (7th Edition):

Jamison, Ryan. “Indentation Behavior of Multilayer Al/SiC Thin Films.” 2015. Web. 23 Feb 2019.

Vancouver:

Jamison R. Indentation Behavior of Multilayer Al/SiC Thin Films. [Internet] [Doctoral dissertation]. University of New Mexico; 2015. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/27792.

Council of Science Editors:

Jamison R. Indentation Behavior of Multilayer Al/SiC Thin Films. [Doctoral Dissertation]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/27792


University of New Mexico

24. Martinez, Nicholas J. Investigation of indentation derived creep response using constant load and constant strain rate methods.

Degree: Mechanical Engineering, 2015, University of New Mexico

 Time dependent plastic deformation in metals can occur at high temperatures. Typically the creep test is conducted to characterize the deformation features; however, the conventional… (more)

Subjects/Keywords: Instrumented Indentation; Indentation Derived Creep Response; Constant Indentation Strain Rate Method; Constant Load-Hold Method

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Martinez, N. J. (2015). Investigation of indentation derived creep response using constant load and constant strain rate methods. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/27941

Chicago Manual of Style (16th Edition):

Martinez, Nicholas J. “Investigation of indentation derived creep response using constant load and constant strain rate methods.” 2015. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/27941.

MLA Handbook (7th Edition):

Martinez, Nicholas J. “Investigation of indentation derived creep response using constant load and constant strain rate methods.” 2015. Web. 23 Feb 2019.

Vancouver:

Martinez NJ. Investigation of indentation derived creep response using constant load and constant strain rate methods. [Internet] [Masters thesis]. University of New Mexico; 2015. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/27941.

Council of Science Editors:

Martinez NJ. Investigation of indentation derived creep response using constant load and constant strain rate methods. [Masters Thesis]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/27941


University of New Mexico

25. Rogers, Daneil. Deformation Localization in Constrained Layers of Metallic Glasses: A Parametric Modeling Analysis.

Degree: Mechanical Engineering, 2013, University of New Mexico

 Localized plastic deformation known as shear banding is a prominent feature in metallic glasses. In this study we perform parametric three-dimensional finite ele- ment analyses,… (more)

Subjects/Keywords: FEA; Metallic Glass; Shear Bands

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rogers, D. (2013). Deformation Localization in Constrained Layers of Metallic Glasses: A Parametric Modeling Analysis. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23209

Chicago Manual of Style (16th Edition):

Rogers, Daneil. “Deformation Localization in Constrained Layers of Metallic Glasses: A Parametric Modeling Analysis.” 2013. Masters Thesis, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/23209.

MLA Handbook (7th Edition):

Rogers, Daneil. “Deformation Localization in Constrained Layers of Metallic Glasses: A Parametric Modeling Analysis.” 2013. Web. 23 Feb 2019.

Vancouver:

Rogers D. Deformation Localization in Constrained Layers of Metallic Glasses: A Parametric Modeling Analysis. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/23209.

Council of Science Editors:

Rogers D. Deformation Localization in Constrained Layers of Metallic Glasses: A Parametric Modeling Analysis. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/23209


University of New Mexico

26. Ahmed, Mesbah. On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses.

Degree: Civil Engineering, 2016, University of New Mexico

  Pavement layer materials are typically assumed to be isotropic in determining pavement responses, such as stress and strain. The main benefit of the isotropic… (more)

Subjects/Keywords: Cross-Anisotropy; Asphalt Concrete; Flexible Pavement; Dynamic Finite Element Model; Nonlinearity; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahmed, M. (2016). On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/32271

Chicago Manual of Style (16th Edition):

Ahmed, Mesbah. “On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses.” 2016. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/32271.

MLA Handbook (7th Edition):

Ahmed, Mesbah. “On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses.” 2016. Web. 23 Feb 2019.

Vancouver:

Ahmed M. On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses. [Internet] [Doctoral dissertation]. University of New Mexico; 2016. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/32271.

Council of Science Editors:

Ahmed M. On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses. [Doctoral Dissertation]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/32271


University of New Mexico

27. Chen, Cong. DATA-DRIVEN BAYESIAN METHOD-BASED TRAFFIC CRASH DRIVER INJURY SEVERITY FORMULATION, ANALYSIS, AND INFERENCE.

Degree: Civil Engineering, 2016, University of New Mexico

  Traffic crashes have resulted in significant cost to society in terms of life and economic losses, and comprehensive examination of crash injury outcome patterns… (more)

Subjects/Keywords: Bayesian Methods; Driver Injury Severity; Traffic Crash Data; Traffic Safety; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, C. (2016). DATA-DRIVEN BAYESIAN METHOD-BASED TRAFFIC CRASH DRIVER INJURY SEVERITY FORMULATION, ANALYSIS, AND INFERENCE. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31711

Chicago Manual of Style (16th Edition):

Chen, Cong. “DATA-DRIVEN BAYESIAN METHOD-BASED TRAFFIC CRASH DRIVER INJURY SEVERITY FORMULATION, ANALYSIS, AND INFERENCE.” 2016. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/31711.

MLA Handbook (7th Edition):

Chen, Cong. “DATA-DRIVEN BAYESIAN METHOD-BASED TRAFFIC CRASH DRIVER INJURY SEVERITY FORMULATION, ANALYSIS, AND INFERENCE.” 2016. Web. 23 Feb 2019.

Vancouver:

Chen C. DATA-DRIVEN BAYESIAN METHOD-BASED TRAFFIC CRASH DRIVER INJURY SEVERITY FORMULATION, ANALYSIS, AND INFERENCE. [Internet] [Doctoral dissertation]. University of New Mexico; 2016. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/31711.

Council of Science Editors:

Chen C. DATA-DRIVEN BAYESIAN METHOD-BASED TRAFFIC CRASH DRIVER INJURY SEVERITY FORMULATION, ANALYSIS, AND INFERENCE. [Doctoral Dissertation]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31711


University of New Mexico

28. Bateman, Damien. Laboratory investigation of fatigue endurance limits in asphalt concrete.

Degree: Civil Engineering, 2012, University of New Mexico

 It is believed that Hot Mix Asphalt (HMA) mixtures used in long-lasting pavements contain a threshold of strain value below which no fatigue damage occurs.… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Fatigue; Asphalt concrete – Fatigue.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bateman, D. (2012). Laboratory investigation of fatigue endurance limits in asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20805

Chicago Manual of Style (16th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/20805.

MLA Handbook (7th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Web. 23 Feb 2019.

Vancouver:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/20805.

Council of Science Editors:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20805


University of New Mexico

29. Hossain, Mohammad. Modeling Moisture-Induced Damage in Asphalt Concrete.

Degree: Civil Engineering, 2014, University of New Mexico

 Moisture damage in Asphalt Concrete (AC) is not new but an unsolved problem. For decades laboratory studies have been conducted on both loose and compacted… (more)

Subjects/Keywords: Modeling; Moisture; Damage; Asphalt Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hossain, M. (2014). Modeling Moisture-Induced Damage in Asphalt Concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23551

Chicago Manual of Style (16th Edition):

Hossain, Mohammad. “Modeling Moisture-Induced Damage in Asphalt Concrete.” 2014. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/23551.

MLA Handbook (7th Edition):

Hossain, Mohammad. “Modeling Moisture-Induced Damage in Asphalt Concrete.” 2014. Web. 23 Feb 2019.

Vancouver:

Hossain M. Modeling Moisture-Induced Damage in Asphalt Concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2014. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/23551.

Council of Science Editors:

Hossain M. Modeling Moisture-Induced Damage in Asphalt Concrete. [Doctoral Dissertation]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/23551


University of New Mexico

30. Islam, Md. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT.

Degree: Civil Engineering, 2015, University of New Mexico

 Fatigue damage can be defined by a decrease in stiffness of Asphalt Concrete (AC) under repeated traffic loading. For each cycle of traffic loading, tensile… (more)

Subjects/Keywords: Asphalt Concrete; Fatigue Damage; Temperature; Traffic; Alligator Cracking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Islam, M. (2015). THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/30391

Chicago Manual of Style (16th Edition):

Islam, Md. “THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT.” 2015. Doctoral Dissertation, University of New Mexico. Accessed February 23, 2019. http://hdl.handle.net/1928/30391.

MLA Handbook (7th Edition):

Islam, Md. “THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT.” 2015. Web. 23 Feb 2019.

Vancouver:

Islam M. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. [Internet] [Doctoral dissertation]. University of New Mexico; 2015. [cited 2019 Feb 23]. Available from: http://hdl.handle.net/1928/30391.

Council of Science Editors:

Islam M. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. [Doctoral Dissertation]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/30391

[1] [2]

.