Advisor

Trevor D. Smith

Date of Award

1991

Document Type

Thesis

Degree Name

Master of Science in Civil Engineering (MSCE)

Department

Civil Engineering

Physical Description

1 online resource (185 p.)

Subjects

Dam failures -- Computer simulation, Finite element method, Earth dams, Soil consolidation

DOI

10.15760/etd.6306

Abstract

Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reached in the application of these methods to the problem of cracked dams constructed on collapsing soils.

Description

If you are the rightful copyright holder of this dissertation or thesis and wish to have it removed from the Open Access Collection, please submit a request to pdxscholar@pdx.edu and include clear identification of the work, preferably with URL

Persistent Identifier

https://archives.pdx.edu/ds/psu/25754

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