Progressive failure research on foundation surface of the Longtan gravity dam

Progressive failure research on foundation surface of the Longtan gravity dam

The most common failure of concrete gravity dams is sliding along the foundation surface. This thesis studies progressive failure of the Longtan dam on the upper Hongshuie river in china.Two methods are used in this thesis; the Safety Reserve Factor (SRF) method and the Overload method. The SRF-meth...

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Bibliographic Details
Main Author: Wästlund, Dag
Format: Others
Language:English
Published: Uppsala universitet, Institutionen för geovetenskaper 2011
Subjects:
Dam safety
SRF-method
Sliding failure of gravity dams
Longtan dam
Safety reserve coefficients
Progressive failure of dam foundation
Dammsäkerhet
SRF-metoden
Glidning av dammfundament
Longtan dammen
Säkerhetsreservkoefficienter
Progressiv felanalys av dammfundament
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-161213

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http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-161213

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