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Filtering by: Advisor Manzari, Majid T Committee Member Bannout, Samir M Degree Ph.D. GW Unit Civil & Environmental Engineering

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Implementation and Validation of an Anisotropic Plasticity Model for Clay and a Two-Scale Micropolar Constitutive Model for Sand

Description:

As a multi-phase material, soil exhibits highly nonlinear, anisotropic, and inelastic behavior. While it may be impractical for one constitutive model to address all features of the soil behavior, one can identify the essential aspects of the soil's stress-strain-strength response for a...

Author:

Yonten, Karma

Keyword:

shear banding, anisotropic clay, localization, micropolar plasticity, post-failure response, and granular soil

GW Unit:

Civil & Environmental Engineering

Degree:

Ph.D.

Advisor:

Manzari, Majid T and Roddis, Kim

Committee Member(s):

Eskandarian, Azim, Bannout, Samir M, and Silva, Pedro F

Resource Type:

Thesis or Dissertation