THE BEHAVIOR OF AN AXIALLY LOADED DRILLED SHAFT UNDER SUSTAINED LOADING
This study pertains to the possible deleterious effects of sustained loading on the capacity of a drilled shaft. Long-term phenomena of creep and consolidation are considered. From a literary research it was found that creep can have the eventual effect of load shedding, a transfer of load to the lower regions of the shaft. This phenomenon, it is believed, can have the effect of increasing settlement. From field observations and measurements taken during the course of loading, it was found that little load shedding had occurred. It is believed that this is a result of the relatively low stress levels in the soil compared to its capacity.
- Prepared in cooperation with Texas Highway Dept., Austin. Planning and Research Dept.
University of Texas, AustinCenter for Highway Research, 200 West 21st Street
Austin, TX USA 78712
Washington, DC USA 20590
Texas State Department of Highways & Public TranspP.O. Box 5051
Austin, TX USA 78763
- Wooley, J A
- Reese, L C
- Publication Date: 1974-5
- Pagination: 159 p.
- TRT Terms: Axial loads; Consolidations; Creep; Dynamics; Earth pressure; Excavations; Field tests; Foundations; Load transfer; Loads; Settlement (Structures); Shafts (Machinery); Soils; Tunnel shafts
- Uncontrolled Terms: Drilled shafts; Soil dynamics
- Old TRIS Terms: Base pressure; Settlement structural; Shafts excavations
- Subject Areas: Geotechnology; Highways;
- Accession Number: 00090625
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: CFHR-2-5-72-175-2 Res Rpt.
- Files: NTIS, TRIS, USDOT, STATEDOT
- Created Date: Jun 10 1975 12:00AM