DYNAMICALLY LOADED STRIP FOOTING BURIED IN DRY SAND

This report describes the dynamic loading of a 12-inch-wide by 18-inch-deep by 6-foot-long concrete footing, representing the strip footing of a subsurface shelter. Boundary conditions simulated those of a torsionally restrained footing of a flexible arch structure test-loaded at several different depths of burial. Static overburden pressure was applied only on one side to simulate the footing of an exterior wall. Dynamic loads from 5 to 40 kips per square foot were applied to the footing while the adjacent soil was under simulated overburden pressures of zero to 15 psi. A logarithmic relationship between bearing modulus and overburden is demonstrated for downward displacements of the footing ranging from 0.25 to 1.5 inches. The dyanamic secant modulus increased exponentially with static overburden pressure.

  • Supplemental Notes:
    • This work was sponsored by the Defense Atomic Support Agency.
  • Corporate Authors:

    Naval Civil Engineering Laboratory

    Port Hueneme, CA  USA 
  • Authors:
    • WHITE, C R
  • Publication Date: 1965-8

Media Info

  • Features: References;
  • Pagination: 32 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00262626
  • Record Type: Publication
  • Report/Paper Numbers: #R387 Tech. Rpt.
  • Contract Numbers: DASA-12.018
  • Files: TRIS
  • Created Date: Nov 27 1974 12:00AM