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Massachusetts Institute of Technology

Modeling the relation between suction, effective stress and shear strength in partially saturated granular media

Abstract

dc:description.abstract

Decades of geotechnical research firmly established that the mechanical properties (shear strength and deformation characteristics) of soils are related to soil's "effective stress", i.e. the stress carried by the solid matrix. The remaining stress is carried by the pore fluid in the form of pore pressure. In unsaturated soils, the coexistence of water and air results in negative pore pressure, which are termed "soil suction". A clear link between soil suction and effective stress has not yet been established. This research develops a model for linking effective stress to total stress and soil suction for uniform, spherical particles, at low water contents. The model includes the analytical formulation of water geometry and forces at the micro-scale. The change in effective stress due to soil suction is estimated from this particle contact scale, taking account of the particle packing. A method for inferring the effective stress in an unsaturated soil from strength test results is also proposed. In order to examine the partially saturated mechanical behavior of granular materials, a triaxial test setup was modified to accommodate an MIT Tensiometer as its pedestal. Materials consisting of uniform spherical glass beads were tested, under both saturated and unsaturated conditions, at conditions that matched those of the model.

Degree

thesis:*
Department dc:contributor.department
Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.
Grantor dc:publisher
Massachusetts Institute of Technology
Year dc:date.issued
2007

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Toker, Nabi Kartal, 1979-
Advisor dc:contributor.advisor
  • John T. Germaine and Patricia J. Culligan.

Subjects

dc:subject × 1

Rights

dc:rights
Statement dc:rights
  • M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.
Language dc:language.iso
eng

Identifiers

dc:identifier.*
OAI identifier oai:identifier
oai:dspace.mit.edu:1721.1/39354

Chain of custody

source
Harvested from
MIT
Base URL
dspace.mit.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Toker, Nabi Kartal, 1979-. Modeling the relation between suction, effective stress and shear strength in partially saturated granular media. Massachusetts Institute of Technology, 2007. http://hdl.handle.net/1721.1/39354