STABILIZATION OF SOILS FOR EROSION CONTROL ON CONSTRUCTION SITES
Small amounts (usually 1 percent by weight) of hydrated lime or of Portland cement were incorporated into 1 in. thick layers of soil by laboratory mixing, followed by standard Proctor compaction and curing in a humid chamber. The resulting specimens were tested for resistance to raindrop impact erosion in a laboratory rainfall simulator, using a standard rainstorm sequence of 3-1/4 in/hr intensity applied for 1 hr on each of two successive days. For three Indiana soils tested, such treatments reduced erosion loss to almost zero; higher additions seemed to be required to stabilize a heavy montmorillonite clay soil. Application of both lime and Portland cement to the surface of specimens in slurry form was found to be reasonably effective. Cement treatments did not interfere with germination or growth of grass. A brief survey of comparative costs was made.
- Prepared in cooperation with Indiana State Highway Commission, Indianapolis.
Purdue University/Indiana Department of Transportation JHRPPurdue University, School of Civil Engineering
West Lafayette, IN United States 47907-1284
Washington, DC United States 20590
Indiana State Highway CommissionIndianapolis, IN United States 46204
- Macha, G
- Publication Date: 1975-3
- Features: Appendices; Figures; Photos; References; Tables;
- Pagination: 125 p.
- TRT Terms: Benefit cost analysis; Calcium oxide; Clay soils; Compaction; Concrete curing; Construction; Erosion control; Hydrates; Laboratory tests; Portland cement; Scour; Soil stabilization; Theses; Vegetation
- Subject Areas: Construction; Geotechnology; Highways;
- Accession Number: 00093928
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: JHRP-75-5
- Files: NTIS, TRIS, USDOT
- Created Date: Mar 10 1976 12:00AM