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University of Illinois at Urbana-Champaign

Seismic Stability of Slopes in Sensitive Cohesive Soils

Abstract

dc:description

The use of the field vane shear test for measuring the undrained peak and residual shear strength was also reviewed. A correction factor for use of the vane shear strengths in seismic stability evaluations was proposed. The validity of the proposed correction factor was verified using the Fourth Avenue, L-Street, Sainte-Thecle, and Saint-Adelphe earthquake induced landslides.

Degree

thesis:*
Name thesis:degree_name
Ph.D.
Level thesis:degree_level
Dissertation
Discipline thesis:degree_discipline
Civil Engineering
Grantor
University of Illinois at Urbana-Champaign
Year dc:date
2015

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Contreras-Quintero, Ivan Andelfo
Contributors dc:contributor
  • Timothy Stark

Subjects

dc:subject × 1

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
(MiAaPQ)AAI9717265
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/83424

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Contreras-Quintero, Ivan Andelfo. Seismic Stability of Slopes in Sensitive Cohesive Soils. Dissertation thesis, University of Illinois at Urbana-Champaign, 2015. http://hdl.handle.net/2142/83424