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Numerical analysis and safety evaluation of a large arch dam founded on fractured rock, using zero-thickness interface elements and a c- ø reduction method

Author
Aliguer, I.; Carol, I.; Alonso, E.
Type of activity
Presentation of work at congresses
Name of edition
XI International Conference on Computational Plasticity
Date of publication
2011
Presentation's date
2011-09
Book of congress proceedings
Computational plasticity XI : fundamentals and applications : proceedings of the XI International Conference on Computational Plasticity held in Barcelona, Spain, 07-09 September 2011
First page
1
Last page
11
URL
http://congress.cimne.com/complas2011/proceedings/full/p393.pdf Open in new window
Abstract
A 140m high arch dam in the Pyrenees, built in the 50s, is founded on fractured limestone rock. Since the beginning of the design process, two main families of discontinuities were identified, one being the bedding plane dipping 45 degrees upstream of the dam, and the second family being a set of vertical planes parallel to the river. The dam was built very close to the end of the narrow part of the valley, which raised stability concerns early on, leading to the construction of a massive reinfo...
Group of research
MECMAT - Mechanics of Materials
MSR - Soil and Rock Mechanics

Participants