RHEOLOGICAL MODEL OF LATERALLY STRESSED FROZEN SOIL

A rheological model to represent the time dependent behavior of a frozen cohesive soil layer, while under lateral stress and at constant temperature, is introduced. Windsor clay was used for the experimental investigations carried out to correlate the stress-time and strain-time behavior of the actual frozen cohesive soil layer with the behavior of the mathematical model in order to establish a stress-strain- time relationship for the soil-ice-water system under investigation. /ASCE/

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  • Accession Number: 00141055
  • Record Type: Publication
  • Report/Paper Numbers: ASCE #12316
  • Files: TRIS
  • Created Date: Oct 6 1976 12:00AM