Sponsor
Portland State University. Department of Civil Engineering
First Advisor
Trevor D. Smith
Term of Graduation
Spring 1991
Date of Publication
5-31-1991
Document Type
Thesis
Degree Name
Master of Science in Civil Engineering (MSCE)
Department
Civil Engineering
Language
English
Subjects
Earth dams -- Maintenance and repair, Geogrids
DOI
10.15760/etd.6193
Physical Description
1 online resource (2, vi, 239 pages)
Abstract
Collapse and cracking of debris earth embankment dams is a serious problem in areas of the arid Western United States. The use of geogrids is evaluated in this thesis as a possible solution to prevent or reduce the amount of damage to the structures from collapse and cracking.
An apparatus was designed, constructed, and instrumented to electronically acquire data to evaluate the behavior of geogrids during pullout tests under various normal stresses. The pullout tests were also modelled using numerical techniques to correlate physical test data with numerical test data. Understanding the behavior of the geogrid, in both the physical and numerical pullout tests, allowed the geogrid model to be combined with a collapsing dam model to evaluate the effectiveness of reinforcement at reducing, or preventing, damage caused by collapse and cracking. Results from this model indicate that the effectiveness of the geogrid was minimal. The ineffectiveness of the geogrids, however, may be a result of numerical modelling problems associated with the computer program.
Rights
In Copyright. URI: http://rightsstatements.org/vocab/InC/1.0/ This Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
Persistent Identifier
https://archives.pdx.edu/ds/psu/25160
Recommended Citation
Uhacz, Kelly Dean, "Evaluating the Role of Geogrids in the Rehabilitation of Cracked Dams via Numerical Techniques" (1991). Dissertations and Theses. Paper 4310.
https://doi.org/10.15760/etd.6193
Comments
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