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You searched for subject:(discrete element modeling). Showing records 1 – 30 of 53 total matches.

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University of Illinois – Urbana-Champaign

1. Lee, Seung Jae. Developments in large scale discrete element simulations with polyhedral particles.

Degree: PhD, 0106, 2014, University of Illinois – Urbana-Champaign

 Granular material is pervasive in our environment, and of significant importance in a number of science and engineering research fields. It is characterized by the… (more)

Subjects/Keywords: Discrete Element Method; Granular Materials; Geologic Materials; Micromechanical Modeling; Multiscale Modeling; Polyhedral Particle Modeling; Impulse-based Discrete Element Method

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

APA (6th Edition):

Lee, S. J. (2014). Developments in large scale discrete element simulations with polyhedral particles. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50542

Chicago Manual of Style (16th Edition):

Lee, Seung Jae. “Developments in large scale discrete element simulations with polyhedral particles.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/50542.

MLA Handbook (7th Edition):

Lee, Seung Jae. “Developments in large scale discrete element simulations with polyhedral particles.” 2014. Web. 23 Oct 2019.

Vancouver:

Lee SJ. Developments in large scale discrete element simulations with polyhedral particles. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/50542.

Council of Science Editors:

Lee SJ. Developments in large scale discrete element simulations with polyhedral particles. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50542


University of Colorado

2. Kaufman, Yevgeniy. The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies.

Degree: ME, 2012, University of Colorado

  In this comparative study of RVEs, a DEM code ELLIP3D is utilized to simulate quartz sand in triaxial compression tests with particle assemblies attained… (more)

Subjects/Keywords: bilinear elasto-plasticity; discrete element modeling; distinct element modeling; granular materials; representative volume element; soil fabric; Engineering Mechanics; Geotechnical Engineering

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APA (6th Edition):

Kaufman, Y. (2012). The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies. (Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/283

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

Chicago Manual of Style (16th Edition):

Kaufman, Yevgeniy. “The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies.” 2012. Thesis, University of Colorado. Accessed October 23, 2019. https://scholar.colorado.edu/cven_gradetds/283.

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

MLA Handbook (7th Edition):

Kaufman, Yevgeniy. “The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies.” 2012. Web. 23 Oct 2019.

Vancouver:

Kaufman Y. The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies. [Internet] [Thesis]. University of Colorado; 2012. [cited 2019 Oct 23]. Available from: https://scholar.colorado.edu/cven_gradetds/283.

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

Council of Science Editors:

Kaufman Y. The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies. [Thesis]. University of Colorado; 2012. Available from: https://scholar.colorado.edu/cven_gradetds/283

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


Texas A&M University

3. Zhang, Yanbei. Probabilistic Calibration of a Discrete Particle Model.

Degree: 2011, Texas A&M University

 A discrete element model (DEM) capable of reproducing the mechanistic behavior of a triaxial compressive test performed on a Vosges sandstone specimen is presented considering… (more)

Subjects/Keywords: Probabilistic calibration; discrete element modeling; triaxial test; failure mechanism; Vosges sandstone

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APA (6th Edition):

Zhang, Y. (2011). Probabilistic Calibration of a Discrete Particle Model. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110

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

Chicago Manual of Style (16th Edition):

Zhang, Yanbei. “Probabilistic Calibration of a Discrete Particle Model.” 2011. Thesis, Texas A&M University. Accessed October 23, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110.

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

MLA Handbook (7th Edition):

Zhang, Yanbei. “Probabilistic Calibration of a Discrete Particle Model.” 2011. Web. 23 Oct 2019.

Vancouver:

Zhang Y. Probabilistic Calibration of a Discrete Particle Model. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110.

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

Council of Science Editors:

Zhang Y. Probabilistic Calibration of a Discrete Particle Model. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110

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


Louisiana State University

4. Cil, Mehmet Burak. Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant.

Degree: MSCE, Civil and Environmental Engineering, 2011, Louisiana State University

 NASA plans to return back to the Moon for a long term presence and use of the Moon as a launch station for further space… (more)

Subjects/Keywords: discrete element modeling; cone penetration testing; JSC-1A

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APA (6th Edition):

Cil, M. B. (2011). Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant. (Masters Thesis). Louisiana State University. Retrieved from etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737

Chicago Manual of Style (16th Edition):

Cil, Mehmet Burak. “Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant.” 2011. Masters Thesis, Louisiana State University. Accessed October 23, 2019. etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737.

MLA Handbook (7th Edition):

Cil, Mehmet Burak. “Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant.” 2011. Web. 23 Oct 2019.

Vancouver:

Cil MB. Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant. [Internet] [Masters thesis]. Louisiana State University; 2011. [cited 2019 Oct 23]. Available from: etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737.

Council of Science Editors:

Cil MB. Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant. [Masters Thesis]. Louisiana State University; 2011. Available from: etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737


Iowa State University

5. Vidyapati, Vidyapati. Constitutive modeling of dense granular flow based on discrete element method simulations.

Degree: 2012, Iowa State University

 The vision of this research study is to exploit physical insights obtained through microscale simulations to develop better and accurate macroscale constitutive models in different… (more)

Subjects/Keywords: Constitutive Modeling; Discrete Element Method; Granular Flows; Chemical Engineering; Mechanical Engineering

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APA (6th Edition):

Vidyapati, V. (2012). Constitutive modeling of dense granular flow based on discrete element method simulations. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/12499

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

Chicago Manual of Style (16th Edition):

Vidyapati, Vidyapati. “Constitutive modeling of dense granular flow based on discrete element method simulations.” 2012. Thesis, Iowa State University. Accessed October 23, 2019. https://lib.dr.iastate.edu/etd/12499.

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

MLA Handbook (7th Edition):

Vidyapati, Vidyapati. “Constitutive modeling of dense granular flow based on discrete element method simulations.” 2012. Web. 23 Oct 2019.

Vancouver:

Vidyapati V. Constitutive modeling of dense granular flow based on discrete element method simulations. [Internet] [Thesis]. Iowa State University; 2012. [cited 2019 Oct 23]. Available from: https://lib.dr.iastate.edu/etd/12499.

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

Council of Science Editors:

Vidyapati V. Constitutive modeling of dense granular flow based on discrete element method simulations. [Thesis]. Iowa State University; 2012. Available from: https://lib.dr.iastate.edu/etd/12499

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


University of Minnesota

6. Li, Weihua. Liquid-film coating on rotating discrete objects.

Degree: PhD, Material Science and Engineering, 2018, University of Minnesota

 The flow of liquid films on discrete objects is encountered in coating processes for a wide range of products such as biomedical devices, automobiles, and… (more)

Subjects/Keywords: Coating; Discrete objects; Finite element method; Fluid dynamics; Modeling; Thin films

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APA (6th Edition):

Li, W. (2018). Liquid-film coating on rotating discrete objects. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/194578

Chicago Manual of Style (16th Edition):

Li, Weihua. “Liquid-film coating on rotating discrete objects.” 2018. Doctoral Dissertation, University of Minnesota. Accessed October 23, 2019. http://hdl.handle.net/11299/194578.

MLA Handbook (7th Edition):

Li, Weihua. “Liquid-film coating on rotating discrete objects.” 2018. Web. 23 Oct 2019.

Vancouver:

Li W. Liquid-film coating on rotating discrete objects. [Internet] [Doctoral dissertation]. University of Minnesota; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11299/194578.

Council of Science Editors:

Li W. Liquid-film coating on rotating discrete objects. [Doctoral Dissertation]. University of Minnesota; 2018. Available from: http://hdl.handle.net/11299/194578


University of Illinois – Urbana-Champaign

7. Lin, Janglih. Mathematical model for improved mass flow estimation in the feeder housing of a forage harvester.

Degree: MS, 0133, 2012, University of Illinois – Urbana-Champaign

 For the implementation of precision agriculture practices, accurate yield maps are needed. These yield maps depend on accurate mass flow measurements made during harvest, measurements… (more)

Subjects/Keywords: forage harvester; feeder housing; feed rollers; discrete element modeling; Mathematical model

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APA (6th Edition):

Lin, J. (2012). Mathematical model for improved mass flow estimation in the feeder housing of a forage harvester. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/32084

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

Chicago Manual of Style (16th Edition):

Lin, Janglih. “Mathematical model for improved mass flow estimation in the feeder housing of a forage harvester.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/32084.

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

MLA Handbook (7th Edition):

Lin, Janglih. “Mathematical model for improved mass flow estimation in the feeder housing of a forage harvester.” 2012. Web. 23 Oct 2019.

Vancouver:

Lin J. Mathematical model for improved mass flow estimation in the feeder housing of a forage harvester. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/32084.

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

Council of Science Editors:

Lin J. Mathematical model for improved mass flow estimation in the feeder housing of a forage harvester. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/32084

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


University of Illinois – Urbana-Champaign

8. Huang, Hai. Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

 Ballast is an essential layer of the railroad track structure, and provides primarily drainage and load distribution. In general, ballast aggregates are considered as uniformly… (more)

Subjects/Keywords: Discrete Element Modeling; Railroad Ballast; Digital Image Technology; Track Dynamics

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APA (6th Edition):

Huang, H. (2010). Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16060

Chicago Manual of Style (16th Edition):

Huang, Hai. “Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/16060.

MLA Handbook (7th Edition):

Huang, Hai. “Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization.” 2010. Web. 23 Oct 2019.

Vancouver:

Huang H. Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/16060.

Council of Science Editors:

Huang H. Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16060


Colorado State University

9. Peterson, Kirsten LaRhea. Numerical and experimental evaluation of the erodibility of particle packings with surface treatments and spring reinforcements using the discrete element method.

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

 Chapter 4. The erodibility of homogeneous two-dimensional spherical particle packings subjected to added mass surface treatments was explored using a combination of physical flume experiments… (more)

Subjects/Keywords: mechanics; surface treatments; slope reinforcements; Discrete element modeling

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APA (6th Edition):

Peterson, K. L. (2019). Numerical and experimental evaluation of the erodibility of particle packings with surface treatments and spring reinforcements using the discrete element method. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/195419

Chicago Manual of Style (16th Edition):

Peterson, Kirsten LaRhea. “Numerical and experimental evaluation of the erodibility of particle packings with surface treatments and spring reinforcements using the discrete element method.” 2019. Doctoral Dissertation, Colorado State University. Accessed October 23, 2019. http://hdl.handle.net/10217/195419.

MLA Handbook (7th Edition):

Peterson, Kirsten LaRhea. “Numerical and experimental evaluation of the erodibility of particle packings with surface treatments and spring reinforcements using the discrete element method.” 2019. Web. 23 Oct 2019.

Vancouver:

Peterson KL. Numerical and experimental evaluation of the erodibility of particle packings with surface treatments and spring reinforcements using the discrete element method. [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10217/195419.

Council of Science Editors:

Peterson KL. Numerical and experimental evaluation of the erodibility of particle packings with surface treatments and spring reinforcements using the discrete element method. [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/195419


University of Toledo

10. Mahat, Santosh. Exploring a Discrete Element Approach for Chemically Mediated Deformation at Granular Contact in Calcite Minerals.

Degree: MS, Civil Engineering, 2019, University of Toledo

 Contact dissolution and precipitation in granular materials play a critical role in the evolution of their mechanical and hydraulic properties and are pertinent to a… (more)

Subjects/Keywords: Civil Engineering; Geotechnology; Discrete Element Modeling, Granular Contact, Chemo-mechanical coupling

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APA (6th Edition):

Mahat, S. (2019). Exploring a Discrete Element Approach for Chemically Mediated Deformation at Granular Contact in Calcite Minerals. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556909800891424

Chicago Manual of Style (16th Edition):

Mahat, Santosh. “Exploring a Discrete Element Approach for Chemically Mediated Deformation at Granular Contact in Calcite Minerals.” 2019. Masters Thesis, University of Toledo. Accessed October 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556909800891424.

MLA Handbook (7th Edition):

Mahat, Santosh. “Exploring a Discrete Element Approach for Chemically Mediated Deformation at Granular Contact in Calcite Minerals.” 2019. Web. 23 Oct 2019.

Vancouver:

Mahat S. Exploring a Discrete Element Approach for Chemically Mediated Deformation at Granular Contact in Calcite Minerals. [Internet] [Masters thesis]. University of Toledo; 2019. [cited 2019 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556909800891424.

Council of Science Editors:

Mahat S. Exploring a Discrete Element Approach for Chemically Mediated Deformation at Granular Contact in Calcite Minerals. [Masters Thesis]. University of Toledo; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556909800891424


Virginia Tech

11. Dama, Nilesh Madhavji. Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation.

Degree: MS, Mechanical Engineering, 2019, Virginia Tech

 The behavior of the ballast particles during their interaction with tamping tines in tamping operation is studied by developing a simulation model using the Discrete(more)

Subjects/Keywords: Distinct element modeling; Discrete element modeling; DEM; railway ballast; tamping; contact model; porosity; compaction; coordination number; particle shape

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APA (6th Edition):

Dama, N. M. (2019). Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/94026

Chicago Manual of Style (16th Edition):

Dama, Nilesh Madhavji. “Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation.” 2019. Masters Thesis, Virginia Tech. Accessed October 23, 2019. http://hdl.handle.net/10919/94026.

MLA Handbook (7th Edition):

Dama, Nilesh Madhavji. “Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation.” 2019. Web. 23 Oct 2019.

Vancouver:

Dama NM. Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10919/94026.

Council of Science Editors:

Dama NM. Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/94026


Texas A&M University

12. Noble, Patrick. Uncertainty Quantification of the Homogeneity of Granular Materials through Discrete Element Modeling and X-Ray Computed Tomography.

Degree: 2012, Texas A&M University

 Previous research has shown that the sample preparation method used to reconstitute specimens for granular materials can have a significant impact on its mechanistic behavior.… (more)

Subjects/Keywords: Discrete Element Modeling; DEM; X-Ray Computed Tomography; Homogeneity; Homogeneous; Granular Material

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APA (6th Edition):

Noble, P. (2012). Uncertainty Quantification of the Homogeneity of Granular Materials through Discrete Element Modeling and X-Ray Computed Tomography. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11828

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

Chicago Manual of Style (16th Edition):

Noble, Patrick. “Uncertainty Quantification of the Homogeneity of Granular Materials through Discrete Element Modeling and X-Ray Computed Tomography.” 2012. Thesis, Texas A&M University. Accessed October 23, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11828.

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

MLA Handbook (7th Edition):

Noble, Patrick. “Uncertainty Quantification of the Homogeneity of Granular Materials through Discrete Element Modeling and X-Ray Computed Tomography.” 2012. Web. 23 Oct 2019.

Vancouver:

Noble P. Uncertainty Quantification of the Homogeneity of Granular Materials through Discrete Element Modeling and X-Ray Computed Tomography. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11828.

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

Council of Science Editors:

Noble P. Uncertainty Quantification of the Homogeneity of Granular Materials through Discrete Element Modeling and X-Ray Computed Tomography. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11828

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


University of Colorado

13. Sweetser, John D. Fracture Model for Fluid Saturated Geomaterials Implemented Via a Poro-Elasto-Plastic Cohesive Surface Finite Element.

Degree: MS, Mechanical Engineering, 2012, University of Colorado

  Fractures involving poromechanical fluid flow are known to exhibit a strong coupling between the behavior of the solid skeleton and the pore fluid. Though… (more)

Subjects/Keywords: discrete fracture modeling; Finite element analysis; porous flow; Civil Engineering; Mechanical Engineering

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APA (6th Edition):

Sweetser, J. D. (2012). Fracture Model for Fluid Saturated Geomaterials Implemented Via a Poro-Elasto-Plastic Cohesive Surface Finite Element. (Masters Thesis). University of Colorado. Retrieved from http://scholar.colorado.edu/mcen_gradetds/54

Chicago Manual of Style (16th Edition):

Sweetser, John D. “Fracture Model for Fluid Saturated Geomaterials Implemented Via a Poro-Elasto-Plastic Cohesive Surface Finite Element.” 2012. Masters Thesis, University of Colorado. Accessed October 23, 2019. http://scholar.colorado.edu/mcen_gradetds/54.

MLA Handbook (7th Edition):

Sweetser, John D. “Fracture Model for Fluid Saturated Geomaterials Implemented Via a Poro-Elasto-Plastic Cohesive Surface Finite Element.” 2012. Web. 23 Oct 2019.

Vancouver:

Sweetser JD. Fracture Model for Fluid Saturated Geomaterials Implemented Via a Poro-Elasto-Plastic Cohesive Surface Finite Element. [Internet] [Masters thesis]. University of Colorado; 2012. [cited 2019 Oct 23]. Available from: http://scholar.colorado.edu/mcen_gradetds/54.

Council of Science Editors:

Sweetser JD. Fracture Model for Fluid Saturated Geomaterials Implemented Via a Poro-Elasto-Plastic Cohesive Surface Finite Element. [Masters Thesis]. University of Colorado; 2012. Available from: http://scholar.colorado.edu/mcen_gradetds/54


UCLA

14. Van Lew, Jon Thomas. On Thermal Characterization of Breeder Pebble Beds with Microscale Numerical Modeling of Thermofluid and Pebble-pebble Interactions.

Degree: Mechanical Engineering, 2016, UCLA

 Lithium ceramic pebble beds are a proposed form for tritium breeding volumes in fusion reactors. In application, the beds will endure high volumetric energy deposition… (more)

Subjects/Keywords: Engineering; coupled CFD-DEM; discrete element method; granular heat transfer; lithium ceramic; numerical modeling

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APA (6th Edition):

Van Lew, J. T. (2016). On Thermal Characterization of Breeder Pebble Beds with Microscale Numerical Modeling of Thermofluid and Pebble-pebble Interactions. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/332285gp

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

Chicago Manual of Style (16th Edition):

Van Lew, Jon Thomas. “On Thermal Characterization of Breeder Pebble Beds with Microscale Numerical Modeling of Thermofluid and Pebble-pebble Interactions.” 2016. Thesis, UCLA. Accessed October 23, 2019. http://www.escholarship.org/uc/item/332285gp.

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

MLA Handbook (7th Edition):

Van Lew, Jon Thomas. “On Thermal Characterization of Breeder Pebble Beds with Microscale Numerical Modeling of Thermofluid and Pebble-pebble Interactions.” 2016. Web. 23 Oct 2019.

Vancouver:

Van Lew JT. On Thermal Characterization of Breeder Pebble Beds with Microscale Numerical Modeling of Thermofluid and Pebble-pebble Interactions. [Internet] [Thesis]. UCLA; 2016. [cited 2019 Oct 23]. Available from: http://www.escholarship.org/uc/item/332285gp.

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

Council of Science Editors:

Van Lew JT. On Thermal Characterization of Breeder Pebble Beds with Microscale Numerical Modeling of Thermofluid and Pebble-pebble Interactions. [Thesis]. UCLA; 2016. Available from: http://www.escholarship.org/uc/item/332285gp

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


Mississippi State University

15. Saleme Ruiz, Katerine. A new framework based on a discrete element method to model the fracture behavior for brittle polycrystalline materials.

Degree: PhD, Bagley College of Engineering, 2016, Mississippi State University

  This work aims to develop and implement a linear elastic grain-level micromechanical model based on the discrete element method using bonded contacts and an… (more)

Subjects/Keywords: virtual work; fracture modeling; digital microstructure representation; Polycrystalline ceramics; discrete element method

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APA (6th Edition):

Saleme Ruiz, K. (2016). A new framework based on a discrete element method to model the fracture behavior for brittle polycrystalline materials. (Doctoral Dissertation). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292016-163357/ ;

Chicago Manual of Style (16th Edition):

Saleme Ruiz, Katerine. “A new framework based on a discrete element method to model the fracture behavior for brittle polycrystalline materials.” 2016. Doctoral Dissertation, Mississippi State University. Accessed October 23, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292016-163357/ ;.

MLA Handbook (7th Edition):

Saleme Ruiz, Katerine. “A new framework based on a discrete element method to model the fracture behavior for brittle polycrystalline materials.” 2016. Web. 23 Oct 2019.

Vancouver:

Saleme Ruiz K. A new framework based on a discrete element method to model the fracture behavior for brittle polycrystalline materials. [Internet] [Doctoral dissertation]. Mississippi State University; 2016. [cited 2019 Oct 23]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292016-163357/ ;.

Council of Science Editors:

Saleme Ruiz K. A new framework based on a discrete element method to model the fracture behavior for brittle polycrystalline materials. [Doctoral Dissertation]. Mississippi State University; 2016. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292016-163357/ ;


Iowa State University

16. Vidyapati, Vidyapati. Discrete element simulations and constitutive modeling of dense granular flows.

Degree: 2010, Iowa State University

 The aim of this study is to understand and explore the rheology of dense granular flow, in particular the phenomenon of regime transition, using both… (more)

Subjects/Keywords: Constitutive modeling; Couette Cell; Discrete element simulations; Granular flows; Order Parameter; Mechanical Engineering

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APA (6th Edition):

Vidyapati, V. (2010). Discrete element simulations and constitutive modeling of dense granular flows. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/11723

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

Chicago Manual of Style (16th Edition):

Vidyapati, Vidyapati. “Discrete element simulations and constitutive modeling of dense granular flows.” 2010. Thesis, Iowa State University. Accessed October 23, 2019. https://lib.dr.iastate.edu/etd/11723.

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

MLA Handbook (7th Edition):

Vidyapati, Vidyapati. “Discrete element simulations and constitutive modeling of dense granular flows.” 2010. Web. 23 Oct 2019.

Vancouver:

Vidyapati V. Discrete element simulations and constitutive modeling of dense granular flows. [Internet] [Thesis]. Iowa State University; 2010. [cited 2019 Oct 23]. Available from: https://lib.dr.iastate.edu/etd/11723.

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

Council of Science Editors:

Vidyapati V. Discrete element simulations and constitutive modeling of dense granular flows. [Thesis]. Iowa State University; 2010. Available from: https://lib.dr.iastate.edu/etd/11723

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


University of Waterloo

17. Pirayehgar, Atena. The Influence of Jointed Fabric and Stress Ratio on Deformation and Fluid Flow.

Degree: 2017, University of Waterloo

 There are remarkable volumes of hydrocarbon resources in low-permeability naturally fractured rock masses (NFRs) characterized by naturally occurring discontinuities. Natural fractures are one of the… (more)

Subjects/Keywords: Hydraulic Fracturing; Discrete Element Method; Numerical Modeling; Natural Fractures; Fluid Flow; Mechanical Deformation

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APA (6th Edition):

Pirayehgar, A. (2017). The Influence of Jointed Fabric and Stress Ratio on Deformation and Fluid Flow. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11267

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

Chicago Manual of Style (16th Edition):

Pirayehgar, Atena. “The Influence of Jointed Fabric and Stress Ratio on Deformation and Fluid Flow.” 2017. Thesis, University of Waterloo. Accessed October 23, 2019. http://hdl.handle.net/10012/11267.

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

MLA Handbook (7th Edition):

Pirayehgar, Atena. “The Influence of Jointed Fabric and Stress Ratio on Deformation and Fluid Flow.” 2017. Web. 23 Oct 2019.

Vancouver:

Pirayehgar A. The Influence of Jointed Fabric and Stress Ratio on Deformation and Fluid Flow. [Internet] [Thesis]. University of Waterloo; 2017. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10012/11267.

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

Council of Science Editors:

Pirayehgar A. The Influence of Jointed Fabric and Stress Ratio on Deformation and Fluid Flow. [Thesis]. University of Waterloo; 2017. Available from: http://hdl.handle.net/10012/11267

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


Georgia Tech

18. Wang, Pei. MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS.

Degree: PhD, Civil and Environmental Engineering, 2019, Georgia Tech

 Despite the progress made on modeling granular mechanics at the macro-scale, discriminating the mechanisms that control particle breakage within a particulate assembly is still an… (more)

Subjects/Keywords: Granular material; Breakage; Discrete element modeling; Contact model; Energy distribution; Concrete strength; Interfacial transition zone

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APA (6th Edition):

Wang, P. (2019). MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/61220

Chicago Manual of Style (16th Edition):

Wang, Pei. “MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS.” 2019. Doctoral Dissertation, Georgia Tech. Accessed October 23, 2019. http://hdl.handle.net/1853/61220.

MLA Handbook (7th Edition):

Wang, Pei. “MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS.” 2019. Web. 23 Oct 2019.

Vancouver:

Wang P. MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1853/61220.

Council of Science Editors:

Wang P. MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/61220


University of Illinois – Urbana-Champaign

19. Reinke, Ryan E. Self-calibrating mass flow sensor.

Degree: MS, 0133, 2011, University of Illinois – Urbana-Champaign

 A comprehensive analysis was conducted for increased accuracy and self-calibration for a mass flow sensing system on a combine. This was undertaken as part of… (more)

Subjects/Keywords: Flow sensor; impact plate; precision farming; nonlinear regression; discrete element modeling; combine

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APA (6th Edition):

Reinke, R. E. (2011). Self-calibrating mass flow sensor. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/27750

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

Chicago Manual of Style (16th Edition):

Reinke, Ryan E. “Self-calibrating mass flow sensor.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/27750.

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

MLA Handbook (7th Edition):

Reinke, Ryan E. “Self-calibrating mass flow sensor.” 2011. Web. 23 Oct 2019.

Vancouver:

Reinke RE. Self-calibrating mass flow sensor. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/27750.

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

Council of Science Editors:

Reinke RE. Self-calibrating mass flow sensor. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/27750

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


University of Illinois – Urbana-Champaign

20. Qian, Yu. Integrated computational and experimental framework for the assessment of railroad ballast life-cycle behavior.

Degree: PhD, 0106, 2015, University of Illinois – Urbana-Champaign

 Ballast, typically comprising large sized aggregate particles with uniform gradation, is an essential layer in the railroad track substructure. Functions of ballast include facilitating load… (more)

Subjects/Keywords: ballast; discrete element modeling; triaxial test; filed test; strength; permanent deformation; fouling; degradation

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APA (6th Edition):

Qian, Y. (2015). Integrated computational and experimental framework for the assessment of railroad ballast life-cycle behavior. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/72751

Chicago Manual of Style (16th Edition):

Qian, Yu. “Integrated computational and experimental framework for the assessment of railroad ballast life-cycle behavior.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/72751.

MLA Handbook (7th Edition):

Qian, Yu. “Integrated computational and experimental framework for the assessment of railroad ballast life-cycle behavior.” 2015. Web. 23 Oct 2019.

Vancouver:

Qian Y. Integrated computational and experimental framework for the assessment of railroad ballast life-cycle behavior. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/72751.

Council of Science Editors:

Qian Y. Integrated computational and experimental framework for the assessment of railroad ballast life-cycle behavior. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/72751

21. Jaafri, Reda. Impact du liant sur le comportement structurel des matériaux cimentaires fluides : Mécanismes et modélisation : Binder’s impact on the structural behavior of fluid cementitious materials : Mechanisms and modeling.

Degree: Docteur es, Génie Civil, 2018, Ecole centrale de Nantes

Le séchage des matériaux cimentaires et le retrait induit ont des conséquences majeures sur le comportement structurel des dalles et chapes. Le retrait empêché est… (more)

Subjects/Keywords: Tuilage; Fissuration; Retrait; Chaux; Modélisation; Éléments discrets; Curling; Cracking; Shrinkage; Lime; Modeling; Discrete element

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APA (6th Edition):

Jaafri, R. (2018). Impact du liant sur le comportement structurel des matériaux cimentaires fluides : Mécanismes et modélisation : Binder’s impact on the structural behavior of fluid cementitious materials : Mechanisms and modeling. (Doctoral Dissertation). Ecole centrale de Nantes. Retrieved from http://www.theses.fr/2018ECDN0029

Chicago Manual of Style (16th Edition):

Jaafri, Reda. “Impact du liant sur le comportement structurel des matériaux cimentaires fluides : Mécanismes et modélisation : Binder’s impact on the structural behavior of fluid cementitious materials : Mechanisms and modeling.” 2018. Doctoral Dissertation, Ecole centrale de Nantes. Accessed October 23, 2019. http://www.theses.fr/2018ECDN0029.

MLA Handbook (7th Edition):

Jaafri, Reda. “Impact du liant sur le comportement structurel des matériaux cimentaires fluides : Mécanismes et modélisation : Binder’s impact on the structural behavior of fluid cementitious materials : Mechanisms and modeling.” 2018. Web. 23 Oct 2019.

Vancouver:

Jaafri R. Impact du liant sur le comportement structurel des matériaux cimentaires fluides : Mécanismes et modélisation : Binder’s impact on the structural behavior of fluid cementitious materials : Mechanisms and modeling. [Internet] [Doctoral dissertation]. Ecole centrale de Nantes; 2018. [cited 2019 Oct 23]. Available from: http://www.theses.fr/2018ECDN0029.

Council of Science Editors:

Jaafri R. Impact du liant sur le comportement structurel des matériaux cimentaires fluides : Mécanismes et modélisation : Binder’s impact on the structural behavior of fluid cementitious materials : Mechanisms and modeling. [Doctoral Dissertation]. Ecole centrale de Nantes; 2018. Available from: http://www.theses.fr/2018ECDN0029


New Jersey Institute of Technology

22. Santhanam, Priya Radhi. Discrete element method based scale-up model for material synthesis using ball milling.

Degree: PhD, Chemical, Biological and Pharmaceutical Engineering, 2013, New Jersey Institute of Technology

  Mechanical milling is a widely used technique for powder processing in various areas. In this work, a scale-up model for describing this ball milling… (more)

Subjects/Keywords: Discrete element modeling; Scale-up; Simulation; Ball milliing; Powder technology; Mechanical milling; Chemical Engineering

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

APA (6th Edition):

Santhanam, P. R. (2013). Discrete element method based scale-up model for material synthesis using ball milling. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/152

Chicago Manual of Style (16th Edition):

Santhanam, Priya Radhi. “Discrete element method based scale-up model for material synthesis using ball milling.” 2013. Doctoral Dissertation, New Jersey Institute of Technology. Accessed October 23, 2019. https://digitalcommons.njit.edu/dissertations/152.

MLA Handbook (7th Edition):

Santhanam, Priya Radhi. “Discrete element method based scale-up model for material synthesis using ball milling.” 2013. Web. 23 Oct 2019.

Vancouver:

Santhanam PR. Discrete element method based scale-up model for material synthesis using ball milling. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2013. [cited 2019 Oct 23]. Available from: https://digitalcommons.njit.edu/dissertations/152.

Council of Science Editors:

Santhanam PR. Discrete element method based scale-up model for material synthesis using ball milling. [Doctoral Dissertation]. New Jersey Institute of Technology; 2013. Available from: https://digitalcommons.njit.edu/dissertations/152


University of Alberta

23. Mineneh, Abraham E. High Stress Flow Behaviour and Constitutive Modeling of Dry Granular Materials.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 Landslides include various forms of geological mass movements such as falls, slides and flows under the force of gravity. Predictions of landslide kinematics and dynamics… (more)

Subjects/Keywords: Granular flow; Collisional flow regime; Quasistatic flow regime; Intermediate flow regime; Critical state framework; Discrete Element Method; Constitutive Modeling; Avalanches

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APA (6th Edition):

Mineneh, A. E. (2013). High Stress Flow Behaviour and Constitutive Modeling of Dry Granular Materials. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/9z903017v

Chicago Manual of Style (16th Edition):

Mineneh, Abraham E. “High Stress Flow Behaviour and Constitutive Modeling of Dry Granular Materials.” 2013. Doctoral Dissertation, University of Alberta. Accessed October 23, 2019. https://era.library.ualberta.ca/files/9z903017v.

MLA Handbook (7th Edition):

Mineneh, Abraham E. “High Stress Flow Behaviour and Constitutive Modeling of Dry Granular Materials.” 2013. Web. 23 Oct 2019.

Vancouver:

Mineneh AE. High Stress Flow Behaviour and Constitutive Modeling of Dry Granular Materials. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2019 Oct 23]. Available from: https://era.library.ualberta.ca/files/9z903017v.

Council of Science Editors:

Mineneh AE. High Stress Flow Behaviour and Constitutive Modeling of Dry Granular Materials. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/9z903017v


University of Colorado

24. Zhang, Boning. Grain-Scale Computational Modeling of Quasi-Static and Dynamic Loading on Natural Soils.

Degree: PhD, 2016, University of Colorado

  The discrete properties and different constituents, i.e. sand grains, clay matrix, pore-air, and pore-water in natural soil make it very complicated to investigate its… (more)

Subjects/Keywords: computational modeling; discrete element method; grain-scale; natural soils; peri-dynamics; smoothed particle hydrodynamics; Civil Engineering

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APA (6th Edition):

Zhang, B. (2016). Grain-Scale Computational Modeling of Quasi-Static and Dynamic Loading on Natural Soils. (Doctoral Dissertation). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/28

Chicago Manual of Style (16th Edition):

Zhang, Boning. “Grain-Scale Computational Modeling of Quasi-Static and Dynamic Loading on Natural Soils.” 2016. Doctoral Dissertation, University of Colorado. Accessed October 23, 2019. http://scholar.colorado.edu/cven_gradetds/28.

MLA Handbook (7th Edition):

Zhang, Boning. “Grain-Scale Computational Modeling of Quasi-Static and Dynamic Loading on Natural Soils.” 2016. Web. 23 Oct 2019.

Vancouver:

Zhang B. Grain-Scale Computational Modeling of Quasi-Static and Dynamic Loading on Natural Soils. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2019 Oct 23]. Available from: http://scholar.colorado.edu/cven_gradetds/28.

Council of Science Editors:

Zhang B. Grain-Scale Computational Modeling of Quasi-Static and Dynamic Loading on Natural Soils. [Doctoral Dissertation]. University of Colorado; 2016. Available from: http://scholar.colorado.edu/cven_gradetds/28


Queensland University of Technology

25. Karunasena, H.C.P. Numerical simulation of micro-scale morphological changes of plant food materials during drying - a meshfree approach .

Degree: 2014, Queensland University of Technology

 This thesis developed a high preforming alternative numerical technique to investigate microscale morphological changes of plant food materials during drying. The technique is based on… (more)

Subjects/Keywords: Food Drying; SPH; Smoothed Particle Hydrodynamics; Numerical Modeling; Meshfree Methods; Microsctucture; Tissues; Dehydration; Cell Mechanics; Discrete Element Method; ODTA

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APA (6th Edition):

Karunasena, H. C. P. (2014). Numerical simulation of micro-scale morphological changes of plant food materials during drying - a meshfree approach . (Thesis). Queensland University of Technology. Retrieved from http://eprints.qut.edu.au/76526/

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

Chicago Manual of Style (16th Edition):

Karunasena, H C P. “Numerical simulation of micro-scale morphological changes of plant food materials during drying - a meshfree approach .” 2014. Thesis, Queensland University of Technology. Accessed October 23, 2019. http://eprints.qut.edu.au/76526/.

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

MLA Handbook (7th Edition):

Karunasena, H C P. “Numerical simulation of micro-scale morphological changes of plant food materials during drying - a meshfree approach .” 2014. Web. 23 Oct 2019.

Vancouver:

Karunasena HCP. Numerical simulation of micro-scale morphological changes of plant food materials during drying - a meshfree approach . [Internet] [Thesis]. Queensland University of Technology; 2014. [cited 2019 Oct 23]. Available from: http://eprints.qut.edu.au/76526/.

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

Council of Science Editors:

Karunasena HCP. Numerical simulation of micro-scale morphological changes of plant food materials during drying - a meshfree approach . [Thesis]. Queensland University of Technology; 2014. Available from: http://eprints.qut.edu.au/76526/

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


University of Tennessee – Knoxville

26. Cil, Mehmet Burak. 3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL.

Degree: 2015, University of Tennessee – Knoxville

 The macro-scale behavior of uncemented granular materials is governed by the particle-to-particle interactions. Therefore, accurate assessment of the micro-scale mechanics is essential for better understanding… (more)

Subjects/Keywords: particle-scale behavior; particle curshing/fracture; discrete element modeling; granular materials; lattice strain; sands; Geotechnical Engineering; Materials Science and Engineering

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APA (6th Edition):

Cil, M. B. (2015). 3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/3297

Chicago Manual of Style (16th Edition):

Cil, Mehmet Burak. “3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL.” 2015. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed October 23, 2019. https://trace.tennessee.edu/utk_graddiss/3297.

MLA Handbook (7th Edition):

Cil, Mehmet Burak. “3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL.” 2015. Web. 23 Oct 2019.

Vancouver:

Cil MB. 3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2015. [cited 2019 Oct 23]. Available from: https://trace.tennessee.edu/utk_graddiss/3297.

Council of Science Editors:

Cil MB. 3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2015. Available from: https://trace.tennessee.edu/utk_graddiss/3297


University of Washington

27. Arnold, Lorne Daniel. Seismically-Induced Rock-Slope Failure: Numerical Investigation using the Bonded Particle Model.

Degree: PhD, 2016, University of Washington

 Seismically-induced rock-slope failures have caused the deaths of tens of thousands of people and economic losses in the billions over the last century. They are… (more)

Subjects/Keywords: discontinuities; discrete element model; modeling; Rock slopes; seismic; slope stability; Civil engineering; Geological engineering; civil engineering

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APA (6th Edition):

Arnold, L. D. (2016). Seismically-Induced Rock-Slope Failure: Numerical Investigation using the Bonded Particle Model. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/36538

Chicago Manual of Style (16th Edition):

Arnold, Lorne Daniel. “Seismically-Induced Rock-Slope Failure: Numerical Investigation using the Bonded Particle Model.” 2016. Doctoral Dissertation, University of Washington. Accessed October 23, 2019. http://hdl.handle.net/1773/36538.

MLA Handbook (7th Edition):

Arnold, Lorne Daniel. “Seismically-Induced Rock-Slope Failure: Numerical Investigation using the Bonded Particle Model.” 2016. Web. 23 Oct 2019.

Vancouver:

Arnold LD. Seismically-Induced Rock-Slope Failure: Numerical Investigation using the Bonded Particle Model. [Internet] [Doctoral dissertation]. University of Washington; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1773/36538.

Council of Science Editors:

Arnold LD. Seismically-Induced Rock-Slope Failure: Numerical Investigation using the Bonded Particle Model. [Doctoral Dissertation]. University of Washington; 2016. Available from: http://hdl.handle.net/1773/36538


Virginia Tech

28. Liu, Yufeng. Effects of Coarse Aggregate Morphological Characteristics on Mechanical Performance of Stone Matrix Asphalt.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 This research focused on three main objectives: (1) quantify coarse aggregate morphological characteristics using an improved FTI (Fourier Transform Interferometry) image analysis system, (2) evaluate… (more)

Subjects/Keywords: Improved Fourier Transform Interferometry (FTI) system; Stone Matrix Asphalt (SMA); aggregate morphological characteristics; mechanical properties; discrete element modeling

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APA (6th Edition):

Liu, Y. (2017). Effects of Coarse Aggregate Morphological Characteristics on Mechanical Performance of Stone Matrix Asphalt. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78451

Chicago Manual of Style (16th Edition):

Liu, Yufeng. “Effects of Coarse Aggregate Morphological Characteristics on Mechanical Performance of Stone Matrix Asphalt.” 2017. Doctoral Dissertation, Virginia Tech. Accessed October 23, 2019. http://hdl.handle.net/10919/78451.

MLA Handbook (7th Edition):

Liu, Yufeng. “Effects of Coarse Aggregate Morphological Characteristics on Mechanical Performance of Stone Matrix Asphalt.” 2017. Web. 23 Oct 2019.

Vancouver:

Liu Y. Effects of Coarse Aggregate Morphological Characteristics on Mechanical Performance of Stone Matrix Asphalt. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10919/78451.

Council of Science Editors:

Liu Y. Effects of Coarse Aggregate Morphological Characteristics on Mechanical Performance of Stone Matrix Asphalt. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78451


University of California – Berkeley

29. Garcia, Fernando Estéfan Thibodeaux. Discrete Element Analysis of Surface Fault Rupture through Granular Media.

Degree: Civil and Environmental Engineering, 2018, University of California – Berkeley

 Earthquake surface fault rupture can cause substantial structural damage and loss of life in near-fault regions. Active fault traces cannot always be avoided, especially by… (more)

Subjects/Keywords: Civil engineering; Geological engineering; Dilatancy; Direct Shear Testing; Discrete Element Modeling; Earthquake Surface Fault Rupture; High-Performance Computing; Sphere-Cluster

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

APA (6th Edition):

Garcia, F. E. T. (2018). Discrete Element Analysis of Surface Fault Rupture through Granular Media. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/9h9235n4

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

Chicago Manual of Style (16th Edition):

Garcia, Fernando Estéfan Thibodeaux. “Discrete Element Analysis of Surface Fault Rupture through Granular Media.” 2018. Thesis, University of California – Berkeley. Accessed October 23, 2019. http://www.escholarship.org/uc/item/9h9235n4.

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

MLA Handbook (7th Edition):

Garcia, Fernando Estéfan Thibodeaux. “Discrete Element Analysis of Surface Fault Rupture through Granular Media.” 2018. Web. 23 Oct 2019.

Vancouver:

Garcia FET. Discrete Element Analysis of Surface Fault Rupture through Granular Media. [Internet] [Thesis]. University of California – Berkeley; 2018. [cited 2019 Oct 23]. Available from: http://www.escholarship.org/uc/item/9h9235n4.

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

Council of Science Editors:

Garcia FET. Discrete Element Analysis of Surface Fault Rupture through Granular Media. [Thesis]. University of California – Berkeley; 2018. Available from: http://www.escholarship.org/uc/item/9h9235n4

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


Virginia Tech

30. Jain, Ashish. Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation.

Degree: MS, Mechanical Engineering, 2018, Virginia Tech

 The development of Discrete Element Model (DEM) of railway ballast for the purpose of studying the behavior of ballast particles during tamping is addressed in… (more)

Subjects/Keywords: Discrete Element Modeling; DEM; railway ballast; track settlement; tamping; track stability; contact model; particle shape; ballast compaction; coordination number

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

APA (6th Edition):

Jain, A. (2018). Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/91438

Chicago Manual of Style (16th Edition):

Jain, Ashish. “Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation.” 2018. Masters Thesis, Virginia Tech. Accessed October 23, 2019. http://hdl.handle.net/10919/91438.

MLA Handbook (7th Edition):

Jain, Ashish. “Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation.” 2018. Web. 23 Oct 2019.

Vancouver:

Jain A. Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10919/91438.

Council of Science Editors:

Jain A. Discrete Element Modeling of Railway Ballast for Studying Railroad Tamping Operation. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/91438

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