REDUCTION OF FROST HEAVE BY SURCHARGE STRESS
The results of a six-year field test program conducted near Fairbanks, Alaska, to investigate the reduction in frost heave obtained by applying a surcharge stress on the soil are presented. Seasonal heaves of 25-ft-square test sections with nominal surcharge loads of 2, 4, 6, and 8 psi were compared with heaves at adjacent unloaded sections. The test sections were on a silt soil in an area where permafrost existed at about a 7-ft depth. Results showed that only a small surcharge load was needed to cause significant reductions in heave. Data are included that indicate that heave reduction was achieved by minimizing groundwater migration. A method for correlating field and laboratory rate-of-heave data is suggested. /Author/
- Prepared for Directorate of Military Construction Office, Chief of Engineers.
Hanover, NH United States 03755-1290
- Aitken, G W
- Publication Date: 1974-8
- Pagination: 29 p.
- TRT Terms: Field tests; Frost heaving; Frozen soils; Groundwater; Moisture content; Motion; Permafrost
- Uncontrolled Terms: Moisture movement; Surcharge
- Old TRIS Terms: Frost heave; Groundwater effects; Permafrost regions
- Subject Areas: Geotechnology; Highways;
- Accession Number: 00263537
- Record Type: Publication
- Report/Paper Numbers: TR 184 Tech. Rpt.
- Files: TRIS
- Created Date: Dec 19 1974 12:00AM