SOIL PARAMETERS FOR DESIGN OF MT. BAKER RIDGE TUNNEL IN SEATTLE: DISCUSSION

THE INVESTIGATION WHICH GIVES VALUABLE INFORMATION FOR OVER CONSOLIDATED SEATTLE CLAYS IS DISCUSSED HERE. METHODS OF ESTIMATING VARIOUS MATHEMATICAL RELATIONSHIPS ARE PRESENTED. EFFECTIVE STRESS PATHS DURING UNDRAINED SHEAR OF OVERCONSOLIDATED SAMPLES ARE ILLUSTRATED, AS ARE ALSO ENLARGED STRESS PATHS SHOWING POINTS OF SIGNIFICANT YIELDING.

  • Discussers:
    • Yudhbir
    • Prasad, B
  • Publication Date: 1973-11

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00236766
  • Record Type: Publication
  • Report/Paper Numbers: Tech Notes
  • Files: TRIS
  • Created Date: Apr 3 1974 12:00AM