Coupled hydro-mechanical modeling in unsaturated soils with applications in hillslope processes

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Abstract/Contents

Abstract
Coupled hydro-mechanical problems involving unsaturated soil conditions have been investigated broadly in geotechnical and geo-environmental engineering. Focusing on hillslope processes, this thesis develops a time-adaptive numerical method for simulating the interactions between fluid and solid in geomaterials. The thesis is divided into two parts, namely, modeling and application. For the modeling part, a system of finite element equations based on porous media theory and two constitutive assumptions is presented. Unsaturated flow in deformable media gives rise to a stiff problem emanating from the nonlinearity in the constitutive relations and the Neumann boundary conditions in the fluid flow. To address this issue, a time-adaptive method is introduced. In addition, previous efforts to improve the efficiency of the computational modeling scheme are summarized. For the application part, a well documented case of hillslope process involving heavy rainfall that resulted in slope stability failure is analyzed. Using two-dimensional modeling, the proposed continuum hydro-mechanical is used to quantify the stress and pore pressure fields in this slope, which are then used to conduct limit equilibrium analyses. Subsequently, three-dimensional continuum modeling is conducted to highlight the multiphysical processes responsible for the failure of this slope.

Description

Type of resource text
Form electronic; electronic resource; remote
Extent 1 online resource.
Publication date 2011
Issuance monographic
Language English

Creators/Contributors

Associated with Liu, Xiaoyu
Associated with Stanford University, Civil & Environmental Engineering Department
Advisor Borja, Ronaldo Israel
Thesis advisor Borja, Ronaldo Israel

Subjects

Genre Theses

Bibliographic information

Statement of responsibility Xiaoyu Liu.
Note Submitted to the Department of Civil and Environmental Engineering.
Thesis Thesis (Engineering)--Stanford University, 2011.
Location electronic resource

Access conditions

Copyright
© 2011 by Xiaoyu Liu
License
This work is licensed under a Creative Commons Attribution Non Commercial 3.0 Unported license (CC BY-NC).

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