This paper highlights the differences, developments and up-to date principles for design, zoning and construction of concrete faced rockfill dams and concrete faced sand gravel fill dams. Design and fundamentals of five dams in operation is presented herein. Special emphasis is put on deformation behavior and analyses of concrete faced dams. Therefore, the stress strain behavior of rockfill is illustrated and compared to the stress strain behavior shown by the well known Mohr-Coulomb and the so called Hardening Soil model, an advanced Duncan-Chan model.<br />For a better understanding on the deformation behavior and analyses of the preliminary design of Sarigüzel dam, showing the differences of Mohr-Coulomb and Hardening Soil model. For the analyses the software package Plaxis 2D was applied. Furthermore, special features in numerical modeling the stress strain behavior of stiff rockfills in contrast to weak rockfills is highlighted.<br />
en
dc.language
English
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dc.language.iso
en
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dc.rights.uri
http://rightsstatements.org/vocab/InC/1.0/
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dc.subject
CFRD
de
dc.subject
Betonoberflächendichtung
de
dc.subject
Verformung
de
dc.subject
Arbeitsline Steinschüttmaterial
de
dc.subject
Zonierung
de
dc.subject
CFRD
en
dc.subject
Concrete faced sand gravel fill dam
en
dc.subject
Deformation analysis
en
dc.subject
Plaxis 2D
en
dc.subject
Hardening soil model
en
dc.subject
cut off wall
en
dc.subject
Stress strain behavior of rockfill
en
dc.subject
Behavior
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dc.subject
Zoning
en
dc.subject
Joint
en
dc.title
Concrete faced sand-gravel dams, stressed deformation analysis and case studies about preliminary design of Sarigüzel dam
en
dc.type
Thesis
en
dc.type
Hochschulschrift
de
dc.rights.license
In Copyright
en
dc.rights.license
Urheberrechtsschutz
de
dc.contributor.affiliation
TU Wien, Österreich
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dc.rights.holder
Hans-Martin Leitner
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tuw.version
vor
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tuw.thesisinformation
Technische Universität Wien
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dc.contributor.assistant
Haselsteiner, Ronald
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tuw.publication.orgunit
E222 - Institut für Wasserbau und Ingenieurhydrologie