The long-term deformation of embankment dams is one of the key safety issues. Mechanisms affecting the post-construction deformation of embankment dams are briefly described. The long-term deformation of seven large Greek dams is presented by examining the crest deformations. The older dams have attained a nearly constant rate of deformation that is very small. More than 100 years are required in order for the crest settlements to reach the design camber, and in some cases many hundreds of years. The crest deformations differ for each dam, but some patterns are identified for similar dams. Factors that influence the deformations include the materials of construction, the core location, the valley geometry and the reservoir fluctuations. Of particular interest are the horizontal crest deflections for dams with central cores, where movements towards upstream are occasionally observed.
Article navigation
June 2012
Research Article|
June 01 2012
Long-term behaviour of embankment dams: seven Greek dams
George T. Dounias, PhD;
George T. Dounias, PhD
Director
EDAFOS SA, Athens, Greece; Visiting Professor, Imperial College, London, UK
Search for other works by this author on:
Kostas Anastasopoulos, MSc;
Kostas Anastasopoulos, MSc
Head of Geotechnical and Geological Section
Public Power Corporation of Greece
Search for other works by this author on:
Argyris Kountouris, MSc
Argyris Kountouris, MSc
Head of Monitoring and Safety Section
Public Power Corporation of Greece
Search for other works by this author on:
Publisher: Emerald Publishing
Revision Received:
May 17 2011
Accepted:
January 16 2012
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2012) 165 (3): 157–177.
Article history
Revision Received:
May 17 2011
Accepted:
January 16 2012
Citation
Dounias GT, Anastasopoulos K, Kountouris A (2012), "Long-term behaviour of embankment dams: seven Greek dams". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 165 No. 3 pp. 157–177, doi: https://doi.org/10.1680/geng.11.00052
Download citation file:
New and popular articles
Suggested Reading
Climatic influence on geotechnical infrastructure: a review
Environmental Geotechnics (June,2015)
A new technique for deep in situ measurements of soil water retention behaviour
Geotechnical Research (January,2018)
Critical state of compacted lateritic soil and palm kernel shell ash for earth embankments
Proceedings of the Institution of Civil Engineers - Ground Improvement (August,2019)
Numerical stability analysis of an embankment on reinforced soils
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (June,2015)
Geotechnical engineering for the Medway tunnel and approaches
Proceedings of the Institution of Civil Engineers - Transport (February,2000)
Related Chapters
Analysis of progressive failure and cracking in old British dams
Selected papers on geotechnical engineering by P R Vaughan
Slope stability and embankment dams
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Railway Earthworks: Design and Performance
Sustainable Railway Engineering and Operations
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
