The Asphalt Core Embankment Dam A Very Competitive Alternative. Prof. Dr. Kaare Höeg Norwegian Geotechnical Institute (NGI) and University of Oslo Athens, Greece,19 Nov. 2009. Svartevann Earth Core Rockfill Dam (129 m), Norway. Svartevann Dam under construction.
Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author.While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server.
Prof. Dr. Kaare Höeg
Norwegian Geotechnical Institute (NGI) and University of Oslo
Athens, Greece,19 Nov. 2009
Svartevann EarthCoreRockfill Dam (129 m), Norway
Svartevann Dam under construction
OddatjörnEarthCoreRockfill Dam, Norway (145 m)
Storglomvatn Dam nearcompletion (125m)
Deviator stress (MPa)
Machine loading (to simulate eartquake loading)placement starts
Storglomvatn simulate field compaction in the lab.) Dam nearcompletion (125m)
Which embankment type is best suited for the local conditions, considering:
-economy (construction and maintenance);
- impact on the environment.
The local foundation/geologic conditions will have significant impact on the choice of dam.
Different embankment dam designs simulate field compaction in the lab.):
Thank you simulate field compaction in the lab.)
for your attention