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.

  • Supplemental Notes:
    • Prepared in cooperation with Indiana State Highway Commission, Indianapolis.
  • Corporate Authors:

    Purdue University/Indiana Department of Transportation JHRP

    Purdue University, School of Civil Engineering
    West Lafayette, IN  USA  47907-1284

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  USA  20590

    Indiana State Highway Commission

    Indianapolis, IN  USA  46204
  • Authors:
    • Macha, G
  • Publication Date: 1975-3

Media Info

  • Features: Appendices; Figures; Photos; References; Tables;
  • Pagination: 125 p.

Subject/Index Terms

Filing Info

  • 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