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dc.contributor.advisorFranz-Josef Ulm.en_US
dc.contributor.authorKhosh Sokhan Monfared, Siavash.en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil and Environmental Engineering.en_US
dc.date.accessioned2019-12-05T18:08:18Z
dc.date.available2019-12-05T18:08:18Z
dc.date.copyright2019en_US
dc.date.issued2019en_US
dc.identifier.urihttps://hdl.handle.net/1721.1/123185
dc.descriptionThesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2019en_US
dc.descriptionCataloged from PDF version of thesis.en_US
dc.descriptionIncludes bibliographical references (pages 149-158).en_US
dc.description.abstractThe capacity of the continuum approach to capture the effective poromechanical response of highly heterogeneous porous solids is limited. Specifically, the mean-field theories of continuum micromechanics cannot capture the full spatial variations of mechanical properties and restricted to scale separability. Additionally, any approach to unsaturated poromechanics requires a description for fluids that accounts for confinement, temperature variations and the strength of fluid-fluid and fluid-solid interactions. Most prevailing models are phenomenological in approach and hinge on the concept of effective stress for capturing liquid and gas interactions with solid(s). Thus, a framework is implemented based on discrete descriptions for solids and fluids. The behavior of solids is captured through Lattice Element Method.en_US
dc.description.abstractThis method utilizes a finite number of mass points, each interacting with their nearest neighbors through linear or non-linear effective interaction potentials while capable to account for anisotropy. The fluid behavior is described in the grand canonical ensemble in a statistical mechanics approach which paves the way to study the behavior of confined fluids while providing access to the capillary stress tensorial field in the pore domain. The two descriptions are brought together via a local pore pressure force formulation that links capillary pressures to solid deformation. For the case of fully saturated poroelasticity, generalized discrete expressions for Biot poroelastic coefficients defined in statistical mechanics ensembles are presented. The developed theoretical model and its implementation are validated on simple porous media for which micromechanics based solution exist.en_US
dc.description.abstractBy way of application to real heterogeneous materials imported from computed tomography (CT) scans, a methodology is presented to merge lab-measured nanoindention data and CT scans into the developed computational framework. Finally, capillary condensation in disordered granular packings is studied. The results provide insights into confined fluid behavior, fluid criticality, the interplay of disorder, temperature and capillary stress fields as well as liquid clustering formation, growth and coalescence.en_US
dc.description.statementofresponsibilityby Siavash Khosh Sokhan Monfared.en_US
dc.format.extent158 pagesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Environmental Engineering.en_US
dc.titleMesoscale saturated & unsaturated poroelasticity of highly heterogeneous porous solids- discrete solid fluid descriptionsen_US
dc.title.alternativeMesoscale saturated and unsaturated poroelasticity of highly heterogeneous porous solids- discrete solid fluid descriptionsen_US
dc.typeThesisen_US
dc.description.degreePh. D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.identifier.oclc1128184616en_US
dc.description.collectionPh.D. Massachusetts Institute of Technology, Department of Civil and Environmental Engineeringen_US
dspace.imported2019-12-05T18:08:17Zen_US
mit.thesis.degreeDoctoralen_US
mit.thesis.departmentCivEngen_US


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