PREDICTION MODEL FOR UNSATURATED HYDRAULIC CONDUCTIVITY OF HIGHWAY SOILS

A method of predicting the hydraulic conductivites of subgrades and highway soil materials is discussed. In this method, the relation of soil moisture content and suction head is used to calculate the unsaturated hydraulic conductivity of soil. The value of the hydraulic conductivity at saturation (the soil permeability) is used as a matching factor during the calculations. The soil moisture content and suction head relation and the saturated conductivities of subgrades were determined in the laboratory by using the commercially available Tempe cell. Disturbed and undisturbed samples of Drummer and Fayette-C subgrades, Ottawa sand, and class X concrete sand were used in this study. The comparison between the experimental and the calculated values shows that the method successfully predicts the hydraulic conductivities of highway soil materials. /Author/

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 30-35
  • Monograph Title: Soil taxonomy and soil properties
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00179007
  • Record Type: Publication
  • ISBN: 0309026717
  • Files: TRIS, TRB
  • Created Date: Aug 19 1978 12:00AM