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.
- This work was sponsored by the Defense Atomic Support Agency.
Naval Civil Engineering LaboratoryPort Hueneme, CA United States
- WHITE, C R
- Publication Date: 1965-8
- Features: References;
- Pagination: 32 p.
- TRT Terms: Boundary value problems; Dislocation (Geology); Dynamic loads; Modulus; Overburdens; Secant; Static pressure; Strip footings; Underground structures
- Uncontrolled Terms: Boundary conditions; Burial depth
- Old TRIS Terms: Secant modulus
- Subject Areas: Bridges and other structures; Geotechnology; Highways;
- 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