HYDRAULIC CONDUCTIVITY OF NONOHESIVE SOILS

In the first of this 2-part paper, a simple stochastic model of the void structure in noncohesive soils and similar granular materials was described. Theoretical equations were derived by mdans of which the void ratio of a soil can be calculated from its grain size distribution. In this, the second part, the theoretical model is developed to include equations for the hydraulic conductivity of noncohesive soils and similar materials comapacted to a dense state.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339410
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Aberg, B
• Publication Date: 1992-9

Language

• English

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 1335-47
• Serial:
  • Journal of Geotechnical Engineering
  • Volume: 118
  • Issue Number: 9
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9410

Subject/Index Terms

• TRT Terms: Equations; Granular materials; Granular soils; Mathematical models; Permeability coefficient; Stochastic processes; Void ratios
• Uncontrolled Terms: Models
• Subject Areas: Data and Information Technology; Geotechnology; Highways; I42: Soil Mechanics;

Filing Info

• Accession Number: 00624178
• Record Type: Publication
• Files: TRIS
• Created Date: Sep 15 1993 12:00AM