The Effect of Pore Water Freezing on the Strength of Pierre Shale.

Abstract

Triaxial compression tests were performed on Pierre shale to determine the effect of freezing on the strength of saturated rock. Triaxial tests were conducted at pressure up to 70 ksi and temperatures of 10F. A significant strengthening effect was seen when the pore water was frozen. The strength of saturated Pierre shale was increased by approximately a factor of 4 at 70 ksi by freezing the pore water, although this was still less than the strength of nonsaturated shale at this condition. (Author)

Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1974
Accession Number
AD0779714

Entities

People

  • Stephen R. Swanson
  • Wayne S. Brown

Organizations

  • University of Utah

Tags

DTIC Thesaurus Topics

  • Compression
  • Critical Temperature
  • Freezing
  • Glass Transition Temperature
  • Isothermal Processes
  • Transition Temperature

Fields of Study

  • Engineering

Readers

  • Geotechnical Engineering.
  • Metallurgy