Final Report: Subgrade Stability
Subgrade stability is a term which relates to the strength and deformation properties of the soil. Both properties significantly influence 1) the response of a subgrade to the heavy repeated loading of construction traffic and operations, 2) the ability to place and compact overlying material layers, and 3) the long-term performance of the pavement subgrade. Ideally the subgrade should be strong enough to prevent excessive rutting and shoving, and sufficiently stiff to minimize resilient deflection. In this report a) concepts for characterizing field subgrade stability conditions are developed; b) subgrade stability requirements are established for construction (sinkage and compaction considerations); c) remedial actions (undercut and backfill, moisture-density control, lime treatment of subgrades) for inadequate subgrade stability conditions are described and evaluated; and d) assessment guidelines for considering which remedial procedure(s) should be used for a particular situation are presented. Moisture-density-CBR (California bearing ratio) data for five typical Illinois soils are presented in Appendix A. Appendix B presents a documented hypothesis describing the mechanism of subgrade softening under conditions of high moisture content and heavy repeated loading.
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Corporate Authors:
University of Illinois, Urbana-Champaign
Department of Civil and Environmental Engineering
205 North Mathews Avenue
Urbana, IL United States 61801-2352Illinois Department of Transportation
Bureau of Materials and Physical Research
126 East Ash Street
Springfield, IL United States 62704-4766Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Thompson, Marshall R
- Kinney, T C
- Traylor, M L
- Bullard, J R
- Figueroa, J L
- Publication Date: 1977-6
Language
- English
Media Info
- Media Type: Web
- Edition: Final Report
- Features: Appendices; Figures; References; Tables;
- Pagination: 110p
Subject/Index Terms
- TRT Terms: Backfill soils; Calcium oxide; California bearing ratio; Density; Moisture content; Road construction; Soil compaction; Subgrade (Pavements)
- Uncontrolled Terms: Subgrade stability
- Geographic Terms: Illinois
- Subject Areas: Geotechnology; Highways; I42: Soil Mechanics;
Filing Info
- Accession Number: 01100777
- Record Type: Publication
- Report/Paper Numbers: FHWA-IL-UI-169, UILU-ENG-77-2009
- Files: TRIS, USDOT, STATEDOT
- Created Date: Jun 12 2008 9:57AM