STRESS-STRAIN RELATIONSHIPS IN LARGE SOIL MASSES

This report presents the field data and theoretically analyzed results of stresses and deformations in three highway embankments. The theoretically predicted soil stresses and deformations by the finite retrically predicted soil stresses and deformations by the finite element method agree reasonable well with these field data. with these field data.

  • Supplemental Notes:
    • Prepared in cooperation with DOT, Federal Highway Administration.
  • Corporate Authors:

    California Department of Transportation

    Transportation Laboratory
    5900 Folsom Boulevard
    Sacramento, CA  USA  95819
  • Authors:
    • Chang, J C
  • Publication Date: 1976-12

Media Info

  • Pagination: 106 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00158072
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: FCP 40S3342
  • Contract Numbers: D-3-3
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Oct 13 1977 12:00AM