Rheological Properties and Bearing Capacity of Frozen Soils (Rheologicheskie Svoistva I Nesushchaia Sposobnost' Merzlykh Gruntov)

Abstract

The rheological properties of frozen soil caused by the presence of ice and non-frozen water are important factors, without consideration of which calculations of the stability and steadiness of frozen soil are not possible. In the present work certain principles of rheology and the stability of frozen soil were examined, and proceeding from these principles an evaluation of the bearing capacity of natural footings and artificial pile foundations was made.

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Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1965
Accession Number
AD0481856

Entities

People

  • S. S. Vailov

Organizations

  • Cold Regions Research and Engineering Laboratory

Tags

Communities of Interest

  • Energy and Power Technologies
  • Engineered Resilient Systems

DTIC Thesaurus Topics

  • Accuracy
  • Chemical Reactions
  • Construction
  • Elastic Properties
  • Measurement
  • Mechanical Properties
  • Mechanics
  • Modulus Of Elasticity
  • Phase Transformations
  • Plastic Flow
  • Plastic Properties
  • Pressure Distribution
  • Stress Strain Relations
  • Tensile Strength
  • Test And Evaluation
  • Three Dimensional
  • Time Intervals
  • Two Dimensional

Fields of Study

  • Engineering

Readers

  • Groundwater Contamination Remediation.
  • Information Retrieval
  • Polar and Arctic Studies