NUMERICAL STUDY OF MICRO, MESO, AND MACRO-MECHANICAL BEHAVIOR OF COHESIONLESS GRANULAR MATERIALS USING 3D DEM ROLLING/TWISTING RESISTANCE MODELS

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Description

It has been frequently demonstrated that the mechanical behavior of cohesionlessgranular materials including sand and gravel is significantly influenced by theirmorphological features including the shape and surface texture. Therefore, the primaryobjective of this thesis is to take a more... Show moreIt has been frequently demonstrated that the mechanical behavior of cohesionlessgranular materials including sand and gravel is significantly influenced by theirmorphological features including the shape and surface texture. Therefore, the primaryobjective of this thesis is to take a more critical look at micro-, meso- and macromechanicalbehaviors of cohesionless granular materials in response to effective modelingof the grains morphology and to establish a practical yet straightforward causal relationshipbetween micro-scale modeling and macro-scale soil behavior.To precisely investigate the effects of morphology on the macroscopic behavior, aparticle-based microscopic approach using the Discrete Element Method (DEM) wasemployed. In this regard, a novel 3D micro-mechanical contact model, based on the MTL(moment transfer law) theory, incorporating both rolling and twisting resistances, waspicked to describe the inter granular behavior between cohesionless particles. Severaltriaxial and direct shear tests were run to characterize link (s), if any, between the microscalefeatures and the macroscopic soil responses. Results from these tests were analyzedat both the peak and critical state. Through the development of a comprehensive calibrationmethodology and finding a reasonable match between numerical and experimental results,it was found that even in the ideal case of perfectly spherical grains, it is still possible toeffectively model the presence and effects of influential micro-scale morphologicalfeatures without the need for direct modeling of geometrical complexities followed bychallenging issues such as limitations in computational resources and almost unresolvabledifficulties in tracing the evolution of the modeled morphology during the loading. Show less

Details
Department

CAEE / Civil, Architectural, and Environmental Engineering

Title

NUMERICAL STUDY OF MICRO, MESO, AND MACRO-MECHANICAL BEHAVIOR OF COHESIONLESS GRANULAR MATERIALS USING 3D DEM ROLLING/TWISTING RESISTANCE MODELS

Institution

Illinois Institute of Technology

Creator(s)

Goudarzi, Nima

Advisor(s)

Budiman, Jeff

Date

2018

Description

It has been frequently demonstrated that the mechanical behavior of cohesionlessgranular materials including sand and gravel is significantly influenced by theirmorphological features including the... Show moreIt has been frequently demonstrated that the mechanical behavior of cohesionlessgranular materials including sand and gravel is significantly influenced by theirmorphological features including the shape and surface texture. Therefore, the primaryobjective of this thesis is to take a more critical look at micro-, meso- and macromechanicalbehaviors of cohesionless granular materials in response to effective modelingof the grains morphology and to establish a practical yet straightforward causal relationshipbetween micro-scale modeling and macro-scale soil behavior.To precisely investigate the effects of morphology on the macroscopic behavior, aparticle-based microscopic approach using the Discrete Element Method (DEM) wasemployed. In this regard, a novel 3D micro-mechanical contact model, based on the MTL(moment transfer law) theory, incorporating both rolling and twisting resistances, waspicked to describe the inter granular behavior between cohesionless particles. Severaltriaxial and direct shear tests were run to characterize link (s), if any, between the microscalefeatures and the macroscopic soil responses. Results from these tests were analyzedat both the peak and critical state. Through the development of a comprehensive calibrationmethodology and finding a reasonable match between numerical and experimental results,it was found that even in the ideal case of perfectly spherical grains, it is still possible toeffectively model the presence and effects of influential micro-scale morphologicalfeatures without the need for direct modeling of geometrical complexities followed bychallenging issues such as limitations in computational resources and almost unresolvabledifficulties in tracing the evolution of the modeled morphology during the loading. Show less

Type

Dissertation

File type

application/pdf

Subject

Civil engineering
Cohesionless
Crushing
DEM
Dilatancy
Rolling resistance
Strain softening

Access

Restricted Access

Rights

In Copyright
http://rightsstatements.org/page/InC/1.0/

Identifier

http://hdl.handle.net/10560/islandora:1001288

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