SETTLEMENT RESPONSE CAUSED BY FOOTING GROUPS

Settlement charts are developed, using elastic stress considerations and conventional settlement theory, to determine settlements at desired points, caused by square or rectangular footings of groups of footings of various size and shape. The variables considered include length and width of footings, spacing of various footings, variation of void ratio, magnitude of loading, distribution of loads, variation of coefficient of compressibility, and stratification. The use of normalized, nondimensional charts is presented in terms of illustrative examples. /Author/

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Krizek, R J
    • Kondner, R L
  • Publication Date: 1964-9

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00263819
  • Record Type: Publication
  • Report/Paper Numbers: Proc. Paper 4059
  • Files: TRIS
  • Created Date: Jan 9 1975 12:00AM