FOUNDATION DESIGN OF EMBANKMENTS CONSTRUCTED ON CONNECTICUT VALLEY VARVED CLAYS

The report encompasses three main subjects. These are: (1) Presentation of a general methodology for the foundation design of embankments, especially regarding construction on soft ground; (2) A summary and synthesis of the engineering properties of Connecticut Valley varved clays, with emphasis on anisotropic strength, deformation and consolidation characteristics; and (3) Specific recommendations for the foundation design of embankments constructed on Connecticut Valley varved clays within Massachusetts. The last topic includes field and laboratory test programs; procedures for executing stability, deformation and consolidation analyses; the use of preloading with sand drains and surcharge fills; selection of soil parameters for design; and supervision of construction and evaluation of performance. Use of theoretical analyses and normalized soil properties are illustrated via an example design problem. Chapter 8 of the report presents a detailed summary of the design recommendations. /FHWA/

  • Supplemental Notes:
    • Sponsored by the Massachusetts Department of Public Works. Prepared in cooperation with the Department of Transportation, Federal Highway Administration.
  • Corporate Authors:

    Massachusetts Institute of Technology

    Department of Civil Engineering, 77 Massachusetts Avenue
    Cambridge, MA  USA  02139

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  USA  20590
  • Authors:
    • Ladd, C C
  • Publication Date: 1975-6

Media Info

  • Pagination: 438 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00130567
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: FHWA-RD-75-S0395 Final Rpt.
  • Contract Numbers: DOT-R23-0
  • Files: NTIS, TRIS, USDOT
  • Created Date: Mar 29 1976 12:00AM