The 260-m high rockfill dam of the Tehri Project in India is to be placed at a site that has complex geology. The dam foundation will be of highly jointed and sheared phyllitic rocks. The region is also seismically active. The design and construction problems examined are: (1) The location of the dam axis; (2) the dam section; (3) the approach to static and dynamic stability analysis; and (4) the foundation treatment. /ASCE/

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Filing Info

  • Accession Number: 00127122
  • Record Type: Publication
  • Report/Paper Numbers: ASCE #11587 Proceeding
  • Files: TRIS
  • Created Date: Dec 29 1975 12:00AM