A Study of the Effects of Injected Chemical Soil Stabilizers on Expansive Clays and Claystones

The effects that organic material has on swell potential and strength of lime-treated expansive clay were determined through laboratory testing. Four soils (one natural and three manufactured) subjected to different laboratory tests were used to analyze the effects of organic material in lime treatment. The laboratory testing program consisted of Atterberg limits, Eads and Grim pH, linear shrinkage, standard compaction, one dimensional swell, and unconfined compression which were used to identify the differences between the physical properties of untreated and treated soils. The soils' physical properties were then graphically and statically analyzed for significant changes. The results indicate that swell potential can practically be reduced to zero, while strength can only be slightly improved. This report also includes soil chemical property data and X-ray diffraction information.

  • Record URL:
  • Supplemental Notes:
    • Alternative title: Project Report: The Effect of Organic Content on Lime Treatment of Highly Expansive Clay.
  • Corporate Authors:

    University of Missouri, Rolla

    Center for Infrastructure Engineering Studies
    1870 Miner Circle Drive
    Rolla, MO  United States  65409

    Research and Special Programs Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Petry, Thomas M
  • Publication Date: 2003-12

Language

  • English

Media Info

  • Media Type: Digital/other
  • Edition: Final Report
  • Features: Figures; References; Tables;
  • Pagination: 18p

Subject/Index Terms

Filing Info

  • Accession Number: 01025306
  • Record Type: Publication
  • Report/Paper Numbers: UTC R92, RG001232 OT092
  • Contract Numbers: DTRS98-G-0021 (Grant)
  • Files: NTL, TRIS, USDOT
  • Created Date: May 31 2006 9:51AM