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You searched for +publisher:"University of Kansas" +contributor:("Misra, Anil"). Showing records 1 – 28 of 28 total matches.

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University of Kansas

1. Pierson, Matthew Charles. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall.

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

 Current practice for designing laterally loaded columns that pass through an MSE Wall involves isolating the column from the MSE mass and anchoring the column… (more)

Subjects/Keywords: Civil engineering; Shaft; Mse wall; Laterally loaded; Mse block wall; Columns

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APA (6th Edition):

Pierson, M. C. (2008). Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/4053

Chicago Manual of Style (16th Edition):

Pierson, Matthew Charles. “Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall.” 2008. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/4053.

MLA Handbook (7th Edition):

Pierson, Matthew Charles. “Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall.” 2008. Web. 24 Nov 2017.

Vancouver:

Pierson MC. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall. [Internet] [Masters thesis]. University of Kansas; 2008. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/4053.

Council of Science Editors:

Pierson MC. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall. [Masters Thesis]. University of Kansas; 2008. Available from: http://hdl.handle.net/1808/4053


University of Kansas

2. Melendez, Jennifer Michelle. Finite Element Analysis Simulating Indentation Testing of Human Vaginal Tissue.

Degree: MS, Bioengineering, 2015, University of Kansas

 Finite element analysis has often been used in conjunction with experimental testing to provide in-depth understanding of material properties. The aim of this study was… (more)

Subjects/Keywords: Biomechanics; Finite Element Analysis; Human; Indentation test; Soft Tissue; Tissue; Vaginal

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APA (6th Edition):

Melendez, J. M. (2015). Finite Element Analysis Simulating Indentation Testing of Human Vaginal Tissue. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/23977

Chicago Manual of Style (16th Edition):

Melendez, Jennifer Michelle. “Finite Element Analysis Simulating Indentation Testing of Human Vaginal Tissue.” 2015. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/23977.

MLA Handbook (7th Edition):

Melendez, Jennifer Michelle. “Finite Element Analysis Simulating Indentation Testing of Human Vaginal Tissue.” 2015. Web. 24 Nov 2017.

Vancouver:

Melendez JM. Finite Element Analysis Simulating Indentation Testing of Human Vaginal Tissue. [Internet] [Masters thesis]. University of Kansas; 2015. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/23977.

Council of Science Editors:

Melendez JM. Finite Element Analysis Simulating Indentation Testing of Human Vaginal Tissue. [Masters Thesis]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/23977


University of Kansas

3. 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 November 24, 2017. http://hdl.handle.net/1808/5290.

MLA Handbook (7th Edition):

Gautam, Ashwani. “Tolerable Strains for HMA Overlays over Concrete Pavements.” 2009. Web. 24 Nov 2017.

Vancouver:

Gautam A. Tolerable Strains for HMA Overlays over Concrete Pavements. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Nov 24]. 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

4. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

5. 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 November 24, 2017. http://hdl.handle.net/1808/19588.

MLA Handbook (7th Edition):

Neupane, Madan. “Strength and Resistivity Properties of Fouled Ballast.” 2015. Web. 24 Nov 2017.

Vancouver:

Neupane M. Strength and Resistivity Properties of Fouled Ballast. [Internet] [Masters thesis]. University of Kansas; 2015. [cited 2017 Nov 24]. 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

6. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

7. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

8. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

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 November 24, 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. 24 Nov 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 Nov 24]. 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. Wang, Fei. Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Steel-Reinforced High Density Polyethylene (SRHDPE) pipes have been developed and introduced to the market to overcome the disadvantages of HDPE pipes (i.e., low strength and… (more)

Subjects/Keywords: Civil engineering; Field performance; Installation; SRHDPE pipe; Traffic Loading

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APA (6th Edition):

Wang, F. (2016). Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/21972

Chicago Manual of Style (16th Edition):

Wang, Fei. “Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/21972.

MLA Handbook (7th Edition):

Wang, Fei. “Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading.” 2016. Web. 24 Nov 2017.

Vancouver:

Wang F. Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/21972.

Council of Science Editors:

Wang F. Analyzing Field Performance of Steel-Reinforced HDPE (SRHDPE) Pipes during Installation and under Traffic Loading. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/21972


University of Kansas

11. Jiang, Yan. Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls.

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

 Geosynthetic-Reinforced Retaining (GRR) walls have been extensively used in highway projects. A novel GRR wall was proposed to mitigate the problems (e.g. high connection stress)… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Field test; Geosynthetic reinforced retaining wall; Geosynthetic reinforced soil (GRS) wall; Mechanically stabilized earth (MSE) wall; Numerical modelling; Secondary reinforcement

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APA (6th Edition):

Jiang, Y. (2016). Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/21982

Chicago Manual of Style (16th Edition):

Jiang, Yan. “Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/21982.

MLA Handbook (7th Edition):

Jiang, Yan. “Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls.” 2016. Web. 24 Nov 2017.

Vancouver:

Jiang Y. Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/21982.

Council of Science Editors:

Jiang Y. Evaluating Performance of Hybrid Geosynthetic-Reinforced Retaining Walls. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/21982


University of Kansas

12. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

13. Pierson, Matthew Charles. Modeling Drilled Shafts in MSE Block Walls.

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

 Mechanically stabilized earth (MSE) technology is recognized for its efficiency for constructing earth retention structures. In some cases structural foundations must pass through the reinforced… (more)

Subjects/Keywords: Civil engineering; Lateral load; Mse; Reinforced earth; Shaft; Sound wall

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APA (6th Edition):

Pierson, M. C. (2010). Modeling Drilled Shafts in MSE Block Walls. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6756

Chicago Manual of Style (16th Edition):

Pierson, Matthew Charles. “Modeling Drilled Shafts in MSE Block Walls.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/6756.

MLA Handbook (7th Edition):

Pierson, Matthew Charles. “Modeling Drilled Shafts in MSE Block Walls.” 2010. Web. 24 Nov 2017.

Vancouver:

Pierson MC. Modeling Drilled Shafts in MSE Block Walls. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/6756.

Council of Science Editors:

Pierson MC. Modeling Drilled Shafts in MSE Block Walls. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6756


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 November 24, 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. 24 Nov 2017.

Vancouver:

Marangos O. SCANNING ACOUSTIC MICROSCOPY MODELING FOR MICROMECHANICAL MEASUREMENTS OF COMPLEX SUBSTRATES. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. 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 November 24, 2017. http://hdl.handle.net/1808/6438.

MLA Handbook (7th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Web. 24 Nov 2017.

Vancouver:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. 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 November 24, 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. 24 Nov 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 Nov 24]. 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. Abedin, Farhana. CHARACTERIZATION OF HYDROPHILIC-RICH PHASE MIMIC IN DENTIN ADHESIVE AND COMPUTER-AIDED MOLECULAR DESIGN OF WATER COMPATIBLE VISIBLE LIGHT INITIATORS.

Degree: PhD, Bioengineering, 2016, University of Kansas

 The clinical lifetime of moderate-to-large dental composite restorations is lower than dental amalgam restorations. With the imminent and significant reduction in the use and availability… (more)

Subjects/Keywords: Biomedical engineering; Materials Science; Polymer chemistry; Computer-aided Molecular Design; Dental Adhesive; Hydrophilic-rich phase; Phase Separation; Photosensitizer; Polymerizaztion

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APA (6th Edition):

Abedin, F. (2016). CHARACTERIZATION OF HYDROPHILIC-RICH PHASE MIMIC IN DENTIN ADHESIVE AND COMPUTER-AIDED MOLECULAR DESIGN OF WATER COMPATIBLE VISIBLE LIGHT INITIATORS. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/21977

Chicago Manual of Style (16th Edition):

Abedin, Farhana. “CHARACTERIZATION OF HYDROPHILIC-RICH PHASE MIMIC IN DENTIN ADHESIVE AND COMPUTER-AIDED MOLECULAR DESIGN OF WATER COMPATIBLE VISIBLE LIGHT INITIATORS.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/21977.

MLA Handbook (7th Edition):

Abedin, Farhana. “CHARACTERIZATION OF HYDROPHILIC-RICH PHASE MIMIC IN DENTIN ADHESIVE AND COMPUTER-AIDED MOLECULAR DESIGN OF WATER COMPATIBLE VISIBLE LIGHT INITIATORS.” 2016. Web. 24 Nov 2017.

Vancouver:

Abedin F. CHARACTERIZATION OF HYDROPHILIC-RICH PHASE MIMIC IN DENTIN ADHESIVE AND COMPUTER-AIDED MOLECULAR DESIGN OF WATER COMPATIBLE VISIBLE LIGHT INITIATORS. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/21977.

Council of Science Editors:

Abedin F. CHARACTERIZATION OF HYDROPHILIC-RICH PHASE MIMIC IN DENTIN ADHESIVE AND COMPUTER-AIDED MOLECULAR DESIGN OF WATER COMPATIBLE VISIBLE LIGHT INITIATORS. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/21977


University of Kansas

18. 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 November 24, 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. 24 Nov 2017.

Vancouver:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. 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

19. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

20. 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 November 24, 2017. http://hdl.handle.net/1808/22347.

MLA Handbook (7th Edition):

Kadhim, Shaymaa Tareq. “Stability Analysis of Geotextile Encased Sand Columns.” 2016. Web. 24 Nov 2017.

Vancouver:

Kadhim ST. Stability Analysis of Geotextile Encased Sand Columns. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. 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


University of Kansas

21. Poorsolhjouy, Payam. Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications.

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

 This work presents a constitutive modeling approach for the behavior of granular materials. In the granular micromechanics approach presented here, the material point is assumed… (more)

Subjects/Keywords: Civil engineering; Mechanics; Materials Science; Cementitious Materials; Failure Theory; Granular Micromechanics; Inherent and Induced Anisotropy; Micromorphic; Wave Dispersion

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APA (6th Edition):

Poorsolhjouy, P. (2016). Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/22534

Chicago Manual of Style (16th Edition):

Poorsolhjouy, Payam. “Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications.” 2016. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/22534.

MLA Handbook (7th Edition):

Poorsolhjouy, Payam. “Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications.” 2016. Web. 24 Nov 2017.

Vancouver:

Poorsolhjouy P. Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications. [Internet] [Doctoral dissertation]. University of Kansas; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/22534.

Council of Science Editors:

Poorsolhjouy P. Continuum Modeling Using Granular Micromechanics Approach: Method Development and Applications. [Doctoral Dissertation]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/22534

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 November 24, 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. 24 Nov 2017.

Vancouver:

Acharya R. Improved Load Distribution for Load Rating of Low-Fill Box Structures. [Internet] [Masters thesis]. University of Kansas; 2012. [cited 2017 Nov 24]. 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. Singh, Viraj. VISCOELASTIC AND FATIGUE PROPERTIES OF DENTAL ADHESIVES AND THEIR IMPACT ON DENTIN-ADHESIVE INTERFACE DURABILITY.

Degree: MS, Mechanical Engineering, 2009, University of Kansas

 The clinical performance of composite tooth restoration under cyclic loading is impacted by the behavior of the dentin-adhesive (d-a) interface, which is a complex construct… (more)

Subjects/Keywords: Mechanical engineering

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APA (6th Edition):

Singh, V. (2009). VISCOELASTIC AND FATIGUE PROPERTIES OF DENTAL ADHESIVES AND THEIR IMPACT ON DENTIN-ADHESIVE INTERFACE DURABILITY. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5661

Chicago Manual of Style (16th Edition):

Singh, Viraj. “VISCOELASTIC AND FATIGUE PROPERTIES OF DENTAL ADHESIVES AND THEIR IMPACT ON DENTIN-ADHESIVE INTERFACE DURABILITY.” 2009. Masters Thesis, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/5661.

MLA Handbook (7th Edition):

Singh, Viraj. “VISCOELASTIC AND FATIGUE PROPERTIES OF DENTAL ADHESIVES AND THEIR IMPACT ON DENTIN-ADHESIVE INTERFACE DURABILITY.” 2009. Web. 24 Nov 2017.

Vancouver:

Singh V. VISCOELASTIC AND FATIGUE PROPERTIES OF DENTAL ADHESIVES AND THEIR IMPACT ON DENTIN-ADHESIVE INTERFACE DURABILITY. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/5661.

Council of Science Editors:

Singh V. VISCOELASTIC AND FATIGUE PROPERTIES OF DENTAL ADHESIVES AND THEIR IMPACT ON DENTIN-ADHESIVE INTERFACE DURABILITY. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5661

24. 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 November 24, 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. 24 Nov 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 Nov 24]. 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

25. 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 November 24, 2017. http://hdl.handle.net/1808/8076.

MLA Handbook (7th Edition):

Huang, Shiping. “Micromechanical modeling of rough interface behavior.” 2011. Web. 24 Nov 2017.

Vancouver:

Huang S. Micromechanical modeling of rough interface behavior. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2017 Nov 24]. 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

26. Singh, Viraj. Nonlinear Rate-Dependent Material Model with Damage and Plasticity from Granular Micromechanics Approach.

Degree: PhD, Mechanical Engineering, 2014, University of Kansas

 Cross-linked polymers and soft materials exhibit nonlinear rate and time dependent behavior, predominantly at high stress/strain amplitudes or at elevated temperatures. The existing constitutive relationships… (more)

Subjects/Keywords: Mechanical engineering; Damage-plasticity; Dentin adhesives; Granular materials; Micromechanics; Rate-dependence; Thermomechanics

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APA (6th Edition):

Singh, V. (2014). Nonlinear Rate-Dependent Material Model with Damage and Plasticity from Granular Micromechanics Approach. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/15779

Chicago Manual of Style (16th Edition):

Singh, Viraj. “Nonlinear Rate-Dependent Material Model with Damage and Plasticity from Granular Micromechanics Approach.” 2014. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/15779.

MLA Handbook (7th Edition):

Singh, Viraj. “Nonlinear Rate-Dependent Material Model with Damage and Plasticity from Granular Micromechanics Approach.” 2014. Web. 24 Nov 2017.

Vancouver:

Singh V. Nonlinear Rate-Dependent Material Model with Damage and Plasticity from Granular Micromechanics Approach. [Internet] [Doctoral dissertation]. University of Kansas; 2014. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/15779.

Council of Science Editors:

Singh V. Nonlinear Rate-Dependent Material Model with Damage and Plasticity from Granular Micromechanics Approach. [Doctoral Dissertation]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15779

27. Lusk, Miriam Beatriz. MICROMECHANICS BASED CONSTITUTIVE MODEL FOR GRANULAR SOLIDS AND ITS IMPLEMENTATION INTO MESHFREE NUMERICAL METHOD.

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

 To capture the fracture process and non-linear behavior at the element and structural level of granular materials, concrete, under the presence of pre-existing imperfections, a… (more)

Subjects/Keywords: Civil engineering; Element-free-galerkin; Gradient theory; Granular materials; Micromechanics; Multi-scale modeling; Strain-softening

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APA (6th Edition):

Lusk, M. B. (2011). MICROMECHANICS BASED CONSTITUTIVE MODEL FOR GRANULAR SOLIDS AND ITS IMPLEMENTATION INTO MESHFREE NUMERICAL METHOD. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/10686

Chicago Manual of Style (16th Edition):

Lusk, Miriam Beatriz. “MICROMECHANICS BASED CONSTITUTIVE MODEL FOR GRANULAR SOLIDS AND ITS IMPLEMENTATION INTO MESHFREE NUMERICAL METHOD.” 2011. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/10686.

MLA Handbook (7th Edition):

Lusk, Miriam Beatriz. “MICROMECHANICS BASED CONSTITUTIVE MODEL FOR GRANULAR SOLIDS AND ITS IMPLEMENTATION INTO MESHFREE NUMERICAL METHOD.” 2011. Web. 24 Nov 2017.

Vancouver:

Lusk MB. MICROMECHANICS BASED CONSTITUTIVE MODEL FOR GRANULAR SOLIDS AND ITS IMPLEMENTATION INTO MESHFREE NUMERICAL METHOD. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/10686.

Council of Science Editors:

Lusk MB. MICROMECHANICS BASED CONSTITUTIVE MODEL FOR GRANULAR SOLIDS AND ITS IMPLEMENTATION INTO MESHFREE NUMERICAL METHOD. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/10686

28. Parthasarathy, Ranganathan. Chemo-mechanical characterization of phase-separated dentin adhesives.

Degree: D.Eng., Bioengineering, 2013, University of Kansas

 The premature failure of composite dentin restorations can be traced to the adhesive-dentin (a/d) interface. The continuity, stability and mechanical properties of the dentin adhesive… (more)

Subjects/Keywords: Mechanics; Biomedical engineering; Physical chemistry; chemical potential; dentin adhesive; micromechanics; phase diagram; polymer; poromechanics

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APA (6th Edition):

Parthasarathy, R. (2013). Chemo-mechanical characterization of phase-separated dentin adhesives. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/16797

Chicago Manual of Style (16th Edition):

Parthasarathy, Ranganathan. “Chemo-mechanical characterization of phase-separated dentin adhesives.” 2013. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/16797.

MLA Handbook (7th Edition):

Parthasarathy, Ranganathan. “Chemo-mechanical characterization of phase-separated dentin adhesives.” 2013. Web. 24 Nov 2017.

Vancouver:

Parthasarathy R. Chemo-mechanical characterization of phase-separated dentin adhesives. [Internet] [Doctoral dissertation]. University of Kansas; 2013. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/16797.

Council of Science Editors:

Parthasarathy R. Chemo-mechanical characterization of phase-separated dentin adhesives. [Doctoral Dissertation]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/16797

.