Stability of Embankment Dams Following Reservoir Drawdown
Al-Zoubi, Mohammed Shukri
This item is only available for download by members of the University of Illinois community. Students, faculty, and staff at the U of I may log in with your NetID and password to view the item. If you are trying to access an Illinois-restricted dissertation or thesis, you can request a copy through your library's Inter-Library Loan office or purchase a copy directly from ProQuest.
Permalink
https://hdl.handle.net/2142/83515
Description
Title
Stability of Embankment Dams Following Reservoir Drawdown
Author(s)
Al-Zoubi, Mohammed Shukri
Issue Date
2000
Doctoral Committee Chair(s)
Mesri, Gholamreza
Department of Study
Civil Engineering
Discipline
Civil Engineering
Degree Granting Institution
University of Illinois at Urbana-Champaign
Degree Name
Ph.D.
Degree Level
Dissertation
Keyword(s)
Engineering, Civil
Language
eng
Abstract
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.
Use this login method if you
don't
have an
@illinois.edu
email address.
(Oops, I do have one)
IDEALS migrated to a new platform on June 23, 2022. If you created
your account prior to this date, you will have to reset your password
using the forgot-password link below.