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University of Illinois at Urbana-Champaign

Stability of Embankment Dams Following Reservoir Drawdown

Abstract

dc:description

Empirical relationships for the undrained and effective stress shear strength parameters were established in the present study based on soil plasticity through the results of the laboratory-testing program and stability analyses for 11 embankment dams.

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
  • Al-Zoubi, Mohammed Shukri
Contributors dc:contributor
  • Mesri, Gholamreza

Subjects

dc:subject × 1

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
(MiAaPQ)AAI9989926
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/83515

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

Al-Zoubi, Mohammed Shukri. Stability of Embankment Dams Following Reservoir Drawdown. Dissertation thesis, University of Illinois at Urbana-Champaign, 2015. http://hdl.handle.net/2142/83515