CREEP LIMIT AND RESIDUAL STRENGTH RELATIONSHIP

CREEP LIMIT AND RESIDUAL STRENGTH FOR SOILS IN GENERAL ARE DISCUSSED. IT IS NOTED THAT FOR ALL PRACTICAL PURPOSES BOTH VALUES CAN BE CONSIDERED EQUAL. EXPERIMENTAL DATA ON THE CREEP LIMIT AND ON RESIDUAL STRENGTH RESULTS CONFIRMS THEIR NEAR EQUALITY FOR SEATTLE CLAYS. /FHWA/

  • Supplemental Notes:
    • Contract NO: GC-2023
  • Corporate Authors:

    University of Washington, Seattle

    Seattle, WA  United States  98195

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Sherif, M A
    • Wu, M J
  • Publication Date: 1969-7

Media Info

  • Pagination: 58 p.
  • Serial:
    • Issue Number: 5

Subject/Index Terms

Filing Info

  • Accession Number: 00233748
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: Intrm Rept
  • Files: TRIS, USDOT
  • Created Date: Aug 15 1973 12:00AM