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You searched for +publisher:"University of Kansas" +contributor:("Parsons, Robert L."). Showing records 1 – 30 of 31 total matches.

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University of Kansas

1. Gautam, Ashwani. Tolerable Strains for HMA Overlays over Concrete Pavements.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 Materials from two Kansas Department of Transportation (KDOT) projects', namely 089 C-4318-01 (Mix 1) and 56-29 KA-1087-01 (Mix 2), were used for the laboratory study.… (more)

Subjects/Keywords: Civil engineering; Hma overlays; Reflection cracking; Scb test; Tolerable strains

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APA (6th Edition):

Gautam, A. (2009). Tolerable Strains for HMA Overlays over Concrete Pavements. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5290

Chicago Manual of Style (16th Edition):

Gautam, Ashwani. “Tolerable Strains for HMA Overlays over Concrete Pavements.” 2009. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/5290.

MLA Handbook (7th Edition):

Gautam, Ashwani. “Tolerable Strains for HMA Overlays over Concrete Pavements.” 2009. Web. 17 Dec 2017.

Vancouver:

Gautam A. Tolerable Strains for HMA Overlays over Concrete Pavements. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/5290.

Council of Science Editors:

Gautam A. Tolerable Strains for HMA Overlays over Concrete Pavements. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5290


University of Kansas

2. Qian, Yu. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 The objective of this study is to investigate the behavior of triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading through laboratory testing. Behavior… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Geosynthetics; Reinforced base; Unpaved roads; Weak subgrade

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APA (6th Edition):

Qian, Y. (2009). EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5662

Chicago Manual of Style (16th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/5662.

MLA Handbook (7th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Web. 17 Dec 2017.

Vancouver:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/5662.

Council of Science Editors:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5662


University of Kansas

3. Neupane, Madan. Strength and Resistivity Properties of Fouled Ballast.

Degree: MS, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Maintaining rail track in good condition is essential for ensuring the overall performance and safety of railway conditions. Track support, structural integrity, and effectiveness of… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Neupane, M. (2015). Strength and Resistivity Properties of Fouled Ballast. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/19588

Chicago Manual of Style (16th Edition):

Neupane, Madan. “Strength and Resistivity Properties of Fouled Ballast.” 2015. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/19588.

MLA Handbook (7th Edition):

Neupane, Madan. “Strength and Resistivity Properties of Fouled Ballast.” 2015. Web. 17 Dec 2017.

Vancouver:

Neupane M. Strength and Resistivity Properties of Fouled Ballast. [Internet] [Masters thesis]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/19588.

Council of Science Editors:

Neupane M. Strength and Resistivity Properties of Fouled Ballast. [Masters Thesis]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19588


University of Kansas

4. Thakur, Jitendra Kumar. Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 Recycled Asphalt Pavement (RAP) is a removed and reprocessed pavement material containing asphalt and aggregates which can be used as a base course material for… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Transportation; Creep tests of rap; Cyclic loading; Geocell-reinforced bases; Properties of rap; Recycled asphalt pavement (rap)

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APA (6th Edition):

Thakur, J. K. (2011). Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/7714

Chicago Manual of Style (16th Edition):

Thakur, Jitendra Kumar. “Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading.” 2011. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/7714.

MLA Handbook (7th Edition):

Thakur, Jitendra Kumar. “Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading.” 2011. Web. 17 Dec 2017.

Vancouver:

Thakur JK. Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/7714.

Council of Science Editors:

Thakur JK. Experimental Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases under Static and Cyclic Loading. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/7714


University of Kansas

5. Ismael, Omar Khaleel. Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2014, University of Kansas

 Abstract Scour removes soil around piles supporting waterfront structures and changes the behavior of laterally loaded piles from flow wave, earthquake, and wind. Limited experimental… (more)

Subjects/Keywords: Civil engineering; Laterally loaded piles under scour; Model test; Model tests for scoured pile; Scoured piles

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APA (6th Edition):

Ismael, O. K. (2014). Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/15775

Chicago Manual of Style (16th Edition):

Ismael, Omar Khaleel. “Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests.” 2014. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/15775.

MLA Handbook (7th Edition):

Ismael, Omar Khaleel. “Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests.” 2014. Web. 17 Dec 2017.

Vancouver:

Ismael OK. Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests. [Internet] [Masters thesis]. University of Kansas; 2014. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/15775.

Council of Science Editors:

Ismael OK. Evaluating the Behavior of Laterally Loaded Piles under a Scoured Condition by Model Tests. [Masters Thesis]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15775


University of Kansas

6. Acharya, B. S. Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 ABSTRACT The reprocessed old hot mix asphalt (HMA) concrete also called "Recycled Asphalt Pavement (RAP)", if used to build new roads or to maintain existing… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Acharya, B. S. (2011). Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/9817

Chicago Manual of Style (16th Edition):

Acharya, B S. “Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading.” 2011. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/9817.

MLA Handbook (7th Edition):

Acharya, B S. “Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading.” 2011. Web. 17 Dec 2017.

Vancouver:

Acharya BS. Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/9817.

Council of Science Editors:

Acharya BS. Experimental Study on Geocell-Reinforced Flexible Pavements with Recycled Asphalt Pavement (RAP) Bases under Cyclic Loading. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/9817


University of Kansas

7. Weldu, Mehari Tesfagabr. Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate.

Degree: MS, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 A wide range of reinforcement-backfill combinations have been used in mechanically stabilized earth (MSE) walls. Steel strips are one type of reinforcement used to stabilize… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Weldu, M. T. (2015). Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/20927

Chicago Manual of Style (16th Edition):

Weldu, Mehari Tesfagabr. “Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate.” 2015. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/20927.

MLA Handbook (7th Edition):

Weldu, Mehari Tesfagabr. “Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate.” 2015. Web. 17 Dec 2017.

Vancouver:

Weldu MT. Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate. [Internet] [Masters thesis]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/20927.

Council of Science Editors:

Weldu MT. Pullout Resistance of MSE Wall Steel Strip Reinforcement in Uniform Aggregate. [Masters Thesis]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/20927


University of Kansas

8. Mohammed, Wessam Khaled. Factors Influencing performance of a laterally loaded pile with an MSE wall system.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Mechanically stabilized earth (MSE) walls have been wildly used in various important infrastructures, such as bridge abutments. The need for a shallow or deep foundation… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Mohammed, W. K. (2016). Factors Influencing performance of a laterally loaded pile with an MSE wall system. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/24165

Chicago Manual of Style (16th Edition):

Mohammed, Wessam Khaled. “Factors Influencing performance of a laterally loaded pile with an MSE wall system.” 2016. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/24165.

MLA Handbook (7th Edition):

Mohammed, Wessam Khaled. “Factors Influencing performance of a laterally loaded pile with an MSE wall system.” 2016. Web. 17 Dec 2017.

Vancouver:

Mohammed WK. Factors Influencing performance of a laterally loaded pile with an MSE wall system. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/24165.

Council of Science Editors:

Mohammed WK. Factors Influencing performance of a laterally loaded pile with an MSE wall system. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/24165


University of Kansas

9. Sun, Xiaohui. Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Geogrid has been playing an important role in solving geotechnical problems such as paved/unpaved roads constructed on weak subgrade. Geogrid provides lateral confinement to resist… (more)

Subjects/Keywords: Civil engineering; Base course; Hypoplastic model; Permanent deformation; Resilient behavior; Triaxial geogrid; Weak subgrade

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APA (6th Edition):

Sun, X. (2015). Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19407

Chicago Manual of Style (16th Edition):

Sun, Xiaohui. “Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade.” 2015. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/19407.

MLA Handbook (7th Edition):

Sun, Xiaohui. “Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade.” 2015. Web. 17 Dec 2017.

Vancouver:

Sun X. Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/19407.

Council of Science Editors:

Sun X. Resilient behavior and permanent deformations of triaxial geogrid stabilized bases over weak subgrade. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19407


University of Kansas

10. Shelley, John Edwin. Geomorphic Equations and Methods for Natural Channel Design.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Natural channel design in river engineering is the philosophy and practice of designing stream channels by copying or mimicking the geomorphology of stable, self-formed streams.… (more)

Subjects/Keywords: Civil engineering; Geomorphology; Water resource management; Fluvial geomorphology; Natural channel design; River engineering; River restoration; Stream realignment

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APA (6th Edition):

Shelley, J. E. (2012). Geomorphic Equations and Methods for Natural Channel Design. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/9836

Chicago Manual of Style (16th Edition):

Shelley, John Edwin. “Geomorphic Equations and Methods for Natural Channel Design.” 2012. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/9836.

MLA Handbook (7th Edition):

Shelley, John Edwin. “Geomorphic Equations and Methods for Natural Channel Design.” 2012. Web. 17 Dec 2017.

Vancouver:

Shelley JE. Geomorphic Equations and Methods for Natural Channel Design. [Internet] [Doctoral dissertation]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/9836.

Council of Science Editors:

Shelley JE. Geomorphic Equations and Methods for Natural Channel Design. [Doctoral Dissertation]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/9836


University of Kansas

11. Yang, Xiaoming. Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Geocell is one of the geosynthetic products used primarily for soil reinforcement. It was originally developed by US Army Corps of Engineers in 1970s for… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Yang, X. (2010). Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6782

Chicago Manual of Style (16th Edition):

Yang, Xiaoming. “Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads.” 2010. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/6782.

MLA Handbook (7th Edition):

Yang, Xiaoming. “Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads.” 2010. Web. 17 Dec 2017.

Vancouver:

Yang X. Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/6782.

Council of Science Editors:

Yang X. Numerical Analyses of Geocell-Reinforced Granular Soils under Static and Repeated Loads. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6782


University of Kansas

12. Lurtz, Matthew Riley. Practical Design Guidelines For Replacement of Deficient Bridges With Low-Water Stream Crossings In The Rural Midwest.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Abstract The use of a low-water crossing may be an economically viable option to replace a structurally deficient or functionally obsolete bridge. Rural counties generally… (more)

Subjects/Keywords: Civil engineering; Transportation; Kansas; Low-water; Midwest; Practical Design; Rural; Stream crossing

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APA (6th Edition):

Lurtz, M. R. (2016). Practical Design Guidelines For Replacement of Deficient Bridges With Low-Water Stream Crossings In The Rural Midwest. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/24164

Chicago Manual of Style (16th Edition):

Lurtz, Matthew Riley. “Practical Design Guidelines For Replacement of Deficient Bridges With Low-Water Stream Crossings In The Rural Midwest.” 2016. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/24164.

MLA Handbook (7th Edition):

Lurtz, Matthew Riley. “Practical Design Guidelines For Replacement of Deficient Bridges With Low-Water Stream Crossings In The Rural Midwest.” 2016. Web. 17 Dec 2017.

Vancouver:

Lurtz MR. Practical Design Guidelines For Replacement of Deficient Bridges With Low-Water Stream Crossings In The Rural Midwest. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/24164.

Council of Science Editors:

Lurtz MR. Practical Design Guidelines For Replacement of Deficient Bridges With Low-Water Stream Crossings In The Rural Midwest. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/24164


University of Kansas

13. Heatherman, William Joseph. Flood Routing on Small Streams: A Review of Muskingum-Cunge, Cascading Reservoirs, and Full Dynamic Solutions.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2008, University of Kansas

 Flood wave routing methods are adapted for small, naturally meandering streams. A simplified derivation of the Muskingum-Cunge equation is presented, based on Perumal and Kalinin-Milyukov's… (more)

Subjects/Keywords: Civil engineering; Hydrology; Cascading reservoirs; Characteristic reach length; Flood routing; Muskingum-cunge; St. Venant equations; Unsteady flow

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APA (6th Edition):

Heatherman, W. J. (2008). Flood Routing on Small Streams: A Review of Muskingum-Cunge, Cascading Reservoirs, and Full Dynamic Solutions. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/4349

Chicago Manual of Style (16th Edition):

Heatherman, William Joseph. “Flood Routing on Small Streams: A Review of Muskingum-Cunge, Cascading Reservoirs, and Full Dynamic Solutions.” 2008. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/4349.

MLA Handbook (7th Edition):

Heatherman, William Joseph. “Flood Routing on Small Streams: A Review of Muskingum-Cunge, Cascading Reservoirs, and Full Dynamic Solutions.” 2008. Web. 17 Dec 2017.

Vancouver:

Heatherman WJ. Flood Routing on Small Streams: A Review of Muskingum-Cunge, Cascading Reservoirs, and Full Dynamic Solutions. [Internet] [Doctoral dissertation]. University of Kansas; 2008. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/4349.

Council of Science Editors:

Heatherman WJ. Flood Routing on Small Streams: A Review of Muskingum-Cunge, Cascading Reservoirs, and Full Dynamic Solutions. [Doctoral Dissertation]. University of Kansas; 2008. Available from: http://hdl.handle.net/1808/4349


University of Kansas

14. Marangos, Orestes. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 The Scanning Acoustic Microscope (SAM) is a powerful tool for understanding the mechanical characteristics of substrates with micro-scale near-surface graded layers. To interpret the SAM… (more)

Subjects/Keywords: Civil engineering; Acoustic microscopy; Dentin; Graded materials; Homotopic measurement; Micromechanics; Spherical harmonics expansion

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APA (6th Edition):

Marangos, O. (2010). SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/10403

Chicago Manual of Style (16th Edition):

Marangos, Orestes. “SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES.” 2010. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/10403.

MLA Handbook (7th Edition):

Marangos, Orestes. “SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES.” 2010. Web. 17 Dec 2017.

Vancouver:

Marangos O. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/10403.

Council of Science Editors:

Marangos O. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/10403


University of Kansas

15. Bhandari, Anil. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Granular materials are commonly used in the construction of civil engineering infrastructure. Geosynthetics have been used to improve the performance of these structures in many… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Discrete element method; Embankments; Geosynthetics; Interaction; Roadways

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APA (6th Edition):

Bhandari, A. (2010). Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6438

Chicago Manual of Style (16th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/6438.

MLA Handbook (7th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Web. 17 Dec 2017.

Vancouver:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/6438.

Council of Science Editors:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6438


University of Kansas

16. Corey, Ryan A. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Geosynthetic materials have been used in a wide variety of ways to enhance the performance of buried pipes and conduits. Attenuation of surface loads to… (more)

Subjects/Keywords: Civil engineering; Geosynthetics; Numerical; Pipe; Protection

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APA (6th Edition):

Corey, R. A. (2015). Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19393

Chicago Manual of Style (16th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/19393.

MLA Handbook (7th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Web. 17 Dec 2017.

Vancouver:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/19393.

Council of Science Editors:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19393


University of Kansas

17. Pokharel, Sanat Kumar. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Geocells are a three-dimensional honeycomb type of geosynthetics used to reinforce weak soils and base courses of roads since the 1970s. However, this technology has… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Accelerated pavement testing; Design method; Geocell; Geosynthetics; Plate loading test; Unpaved roads

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APA (6th Edition):

Pokharel, S. K. (2010). Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/7719

Chicago Manual of Style (16th Edition):

Pokharel, Sanat Kumar. “Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/7719.

MLA Handbook (7th Edition):

Pokharel, Sanat Kumar. “Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.” 2010. Web. 17 Dec 2017.

Vancouver:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/7719.

Council of Science Editors:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/7719


University of Kansas

18. Khatri, Deep Kumar. Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2014, University of Kansas

 Metal and plastic pipes have been used extensively as storm sewers and buried drainage structures in transportation projects. Metal pipes have high strength and stiffness… (more)

Subjects/Keywords: Geotechnology

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APA (6th Edition):

Khatri, D. K. (2014). Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/15784

Chicago Manual of Style (16th Edition):

Khatri, Deep Kumar. “Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover.” 2014. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/15784.

MLA Handbook (7th Edition):

Khatri, Deep Kumar. “Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover.” 2014. Web. 17 Dec 2017.

Vancouver:

Khatri DK. Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover. [Internet] [Doctoral dissertation]. University of Kansas; 2014. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/15784.

Council of Science Editors:

Khatri DK. Laboratory and Field Performance of Buried Steel-Reinforced High Density Polyethylene (SRHDPE) Pipes in a Ditch Condition under a Shallow Cover. [Doctoral Dissertation]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15784


University of Kansas

19. Rescot, Robert Anrew. Feasibility of Bluetooth Data as a Surrogate Analysis Measure of Traffic.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 Background The proliferation of portable electronic devices among consumers has created in recent times new opportunities for traffic data collection. Many of these devices contain… (more)

Subjects/Keywords: Civil engineering; Transportation planning; Computer science; Antennas; Bluetooth; Traffic studies

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APA (6th Edition):

Rescot, R. A. (2011). Feasibility of Bluetooth Data as a Surrogate Analysis Measure of Traffic. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/8381

Chicago Manual of Style (16th Edition):

Rescot, Robert Anrew. “Feasibility of Bluetooth Data as a Surrogate Analysis Measure of Traffic.” 2011. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/8381.

MLA Handbook (7th Edition):

Rescot, Robert Anrew. “Feasibility of Bluetooth Data as a Surrogate Analysis Measure of Traffic.” 2011. Web. 17 Dec 2017.

Vancouver:

Rescot RA. Feasibility of Bluetooth Data as a Surrogate Analysis Measure of Traffic. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/8381.

Council of Science Editors:

Rescot RA. Feasibility of Bluetooth Data as a Surrogate Analysis Measure of Traffic. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/8381


University of Kansas

20. Lin, Cheng. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Scour is the removal of soils in the vicinity of bridge foundations, resulting in a reduced capacity of the foundations, which may lead to a… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Lin, C. (2012). Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/9834

Chicago Manual of Style (16th Edition):

Lin, Cheng. “Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.” 2012. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/9834.

MLA Handbook (7th Edition):

Lin, Cheng. “Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.” 2012. Web. 17 Dec 2017.

Vancouver:

Lin C. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. [Internet] [Doctoral dissertation]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/9834.

Council of Science Editors:

Lin C. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. [Doctoral Dissertation]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/9834


University of Kansas

21. Kadhim, Shaymaa Tareq. Stability Analysis of Geotextile Encased Sand Columns.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Global instability or deep-seated failure of roadway embankments constructed on soft soils is a serious concern in the field of geotechnical engineering. Different ground improvement… (more)

Subjects/Keywords: Engineering; Civil engineering; FLAC2D; FLAC3D; geotextile encasement; Kansas River Sand; Numerical analysis; Slope stability

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APA (6th Edition):

Kadhim, S. T. (2016). Stability Analysis of Geotextile Encased Sand Columns. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/22347

Chicago Manual of Style (16th Edition):

Kadhim, Shaymaa Tareq. “Stability Analysis of Geotextile Encased Sand Columns.” 2016. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/22347.

MLA Handbook (7th Edition):

Kadhim, Shaymaa Tareq. “Stability Analysis of Geotextile Encased Sand Columns.” 2016. Web. 17 Dec 2017.

Vancouver:

Kadhim ST. Stability Analysis of Geotextile Encased Sand Columns. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/22347.

Council of Science Editors:

Kadhim ST. Stability Analysis of Geotextile Encased Sand Columns. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/22347

22. Acharya, Raju. Improved Load Distribution for Load Rating of Low-Fill Box Structures.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Reinforced concrete box culverts are mostly used at shallow depths. Periodic evaluation of their load carrying capacities is required for load rating of the culvert… (more)

Subjects/Keywords: Civil engineering; Box structures; Load rating; Model verification; Pressure distribution; Simplified method

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APA (6th Edition):

Acharya, R. (2012). Improved Load Distribution for Load Rating of Low-Fill Box Structures. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/10630

Chicago Manual of Style (16th Edition):

Acharya, Raju. “Improved Load Distribution for Load Rating of Low-Fill Box Structures.” 2012. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/10630.

MLA Handbook (7th Edition):

Acharya, Raju. “Improved Load Distribution for Load Rating of Low-Fill Box Structures.” 2012. Web. 17 Dec 2017.

Vancouver:

Acharya R. Improved Load Distribution for Load Rating of Low-Fill Box Structures. [Internet] [Masters thesis]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/10630.

Council of Science Editors:

Acharya R. Improved Load Distribution for Load Rating of Low-Fill Box Structures. [Masters Thesis]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/10630

23. Rahman, A. J. Permeability, Resistivity and Strength of Fouled Railroad Ballast.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2013, University of Kansas

 Ballasted tracks are the most common tracks used in the railroad industry and are designed to provide a stable, safe, and efficient rail foundation. A… (more)

Subjects/Keywords: Civil engineering; Ballast; Fouling; Permeability; Railroads; Resistivity; Strength

…was designed and fabricated at the lab at the University of Kansas to perform the constant… …University of Kansas. 3.1.1 Gradation of Ballast The ballast coarse aggregates were separated by… 

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APA (6th Edition):

Rahman, A. J. (2013). Permeability, Resistivity and Strength of Fouled Railroad Ballast. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/12197

Chicago Manual of Style (16th Edition):

Rahman, A J. “Permeability, Resistivity and Strength of Fouled Railroad Ballast.” 2013. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/12197.

MLA Handbook (7th Edition):

Rahman, A J. “Permeability, Resistivity and Strength of Fouled Railroad Ballast.” 2013. Web. 17 Dec 2017.

Vancouver:

Rahman AJ. Permeability, Resistivity and Strength of Fouled Railroad Ballast. [Internet] [Masters thesis]. University of Kansas; 2013. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/12197.

Council of Science Editors:

Rahman AJ. Permeability, Resistivity and Strength of Fouled Railroad Ballast. [Masters Thesis]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/12197

24. Bornheimer, Cheryl. Finding a New Safety Performance Function for Two-Way, Two-Lane Highways in Rural Areas.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 For over 30 years, crash prediction models (CPMs) have been created and analyzed, with the objective being to find the best way to predict where… (more)

Subjects/Keywords: Civil engineering; Crash prediction models; Highway safety; Highway safety manual; Rural highways; Safety performance function

University of Kansas. The online access provided by the University of Kansas to online journals was… 

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APA (6th Edition):

Bornheimer, C. (2011). Finding a New Safety Performance Function for Two-Way, Two-Lane Highways in Rural Areas. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/9740

Chicago Manual of Style (16th Edition):

Bornheimer, Cheryl. “Finding a New Safety Performance Function for Two-Way, Two-Lane Highways in Rural Areas.” 2011. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/9740.

MLA Handbook (7th Edition):

Bornheimer, Cheryl. “Finding a New Safety Performance Function for Two-Way, Two-Lane Highways in Rural Areas.” 2011. Web. 17 Dec 2017.

Vancouver:

Bornheimer C. Finding a New Safety Performance Function for Two-Way, Two-Lane Highways in Rural Areas. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/9740.

Council of Science Editors:

Bornheimer C. Finding a New Safety Performance Function for Two-Way, Two-Lane Highways in Rural Areas. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/9740

25. Guo, Jun. Experimental Studies on Geocells and Mat Systems for Stabilization of Unpaved Shoulders and Temporary Roads.

Degree: MS, Civil, Environmental & Architectural Engineering, 2014, University of Kansas

 Geosynthetics have been used to improve the performance of geomaterials, especially when weak soil exists in roadway applications. In this study, two types of geosynthetic… (more)

Subjects/Keywords: Geotechnology; Geocell; Mat System; Temporary Road; Unpaved Shoulder

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APA (6th Edition):

Guo, J. (2014). Experimental Studies on Geocells and Mat Systems for Stabilization of Unpaved Shoulders and Temporary Roads. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/18374

Chicago Manual of Style (16th Edition):

Guo, Jun. “Experimental Studies on Geocells and Mat Systems for Stabilization of Unpaved Shoulders and Temporary Roads.” 2014. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/18374.

MLA Handbook (7th Edition):

Guo, Jun. “Experimental Studies on Geocells and Mat Systems for Stabilization of Unpaved Shoulders and Temporary Roads.” 2014. Web. 17 Dec 2017.

Vancouver:

Guo J. Experimental Studies on Geocells and Mat Systems for Stabilization of Unpaved Shoulders and Temporary Roads. [Internet] [Masters thesis]. University of Kansas; 2014. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/18374.

Council of Science Editors:

Guo J. Experimental Studies on Geocells and Mat Systems for Stabilization of Unpaved Shoulders and Temporary Roads. [Masters Thesis]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/18374

26. Chotangada, Gautham. Evaluation of Aerogel Composite Insulation by Characterization and Experimental Methods.

Degree: M.E., Civil, Environmental & Architectural Engineering, 2014, University of Kansas

 The purpose of this thesis was to study aerogel blankets as building insulation. These blankets may potentially have lower thermal conductivities than conventional insulations. As… (more)

Subjects/Keywords: Architectural engineering

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APA (6th Edition):

Chotangada, G. (2014). Evaluation of Aerogel Composite Insulation by Characterization and Experimental Methods. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/18384

Chicago Manual of Style (16th Edition):

Chotangada, Gautham. “Evaluation of Aerogel Composite Insulation by Characterization and Experimental Methods.” 2014. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/18384.

MLA Handbook (7th Edition):

Chotangada, Gautham. “Evaluation of Aerogel Composite Insulation by Characterization and Experimental Methods.” 2014. Web. 17 Dec 2017.

Vancouver:

Chotangada G. Evaluation of Aerogel Composite Insulation by Characterization and Experimental Methods. [Internet] [Masters thesis]. University of Kansas; 2014. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/18384.

Council of Science Editors:

Chotangada G. Evaluation of Aerogel Composite Insulation by Characterization and Experimental Methods. [Masters Thesis]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/18384

27. Thakur, Jitendra Kumar. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2013, University of Kansas

 Recycled Asphalt Pavement (RAP) is a removed and reprocessed pavement material from deteriorated asphalt pavements containing asphalt binder and aggregates. The use of RAP can… (more)

Subjects/Keywords: Engineering; Civil engineering; Sustainability; Cyclic plate loading test; Damage model; Flexible pavement; Geocell; Mechanistic empirical pavement design; Recycled asphalt pavement (rap)

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APA (6th Edition):

Thakur, J. K. (2013). Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/12196

Chicago Manual of Style (16th Edition):

Thakur, Jitendra Kumar. “Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.” 2013. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/12196.

MLA Handbook (7th Edition):

Thakur, Jitendra Kumar. “Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.” 2013. Web. 17 Dec 2017.

Vancouver:

Thakur JK. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. [Internet] [Doctoral dissertation]. University of Kansas; 2013. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/12196.

Council of Science Editors:

Thakur JK. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. [Doctoral Dissertation]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/12196

28. Huang, Shiping. Micromechanical modeling of rough interface behavior.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 In this dissertation, the interface behavior of contacting rough surfaces was studied systematically based upon micromechanical modeling. Firstly, asperity contact mechanics was further developed. It… (more)

Subjects/Keywords: Civil engineering; Asperity contact mechanics; Contact mechanics; Random process; Rough interface; Scale dependency; Shear behavior

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APA (6th Edition):

Huang, S. (2011). Micromechanical modeling of rough interface behavior. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/8076

Chicago Manual of Style (16th Edition):

Huang, Shiping. “Micromechanical modeling of rough interface behavior.” 2011. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/8076.

MLA Handbook (7th Edition):

Huang, Shiping. “Micromechanical modeling of rough interface behavior.” 2011. Web. 17 Dec 2017.

Vancouver:

Huang S. Micromechanical modeling of rough interface behavior. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/8076.

Council of Science Editors:

Huang S. Micromechanical modeling of rough interface behavior. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/8076

29. Yin, Juan. Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 The objective of the proposed research is to study the traffic operational characteristics at four-way-stop-controlled (FWSC) intersections with single -lane approaches. Observational data were collected… (more)

Subjects/Keywords: Civil engineering; Capacity; Fwsc intersections; Simulation

…of the University of Kansas School of Engineering in partial fulfillment of the… 

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APA (6th Edition):

Yin, J. (2010). Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6729

Chicago Manual of Style (16th Edition):

Yin, Juan. “Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections.” 2010. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/6729.

MLA Handbook (7th Edition):

Yin, Juan. “Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections.” 2010. Web. 17 Dec 2017.

Vancouver:

Yin J. Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/6729.

Council of Science Editors:

Yin J. Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6729


University of Kansas

30. Shiwakoti, Harihar. DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2007, University of Kansas

 Exiting test methods to determine moisture sensitivity in hot mix asphalt are time consuming and inconsistent. This research focused on wheel tracking devices to develop… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Shiwakoti, H. (2007). DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/1978

Chicago Manual of Style (16th Edition):

Shiwakoti, Harihar. “DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES.” 2007. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/1978.

MLA Handbook (7th Edition):

Shiwakoti, Harihar. “DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES.” 2007. Web. 17 Dec 2017.

Vancouver:

Shiwakoti H. DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES. [Internet] [Masters thesis]. University of Kansas; 2007. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/1978.

Council of Science Editors:

Shiwakoti H. DEVELOPMENT OF A RAPID TEST TO DETERMINE MOISTURE SENSTIVITY OF HMA (SUPERPAVE) MIXTURES. [Masters Thesis]. University of Kansas; 2007. Available from: http://hdl.handle.net/1808/1978

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