The Microstructure of Loess and Its Relationship to Engineering Properties.

Abstract

The microstructure of a loessial soil in an attempt to correlate structural or fabric anisotropies with variations in shear strength is examined. Oriented thin sections of undisturbed loess samples were prepared and measurements were made directly on photomicrographs to determine the degree of preferred orientation of silt grains. The overall effect of microstructure and grain orientation on strength properties was evaluated by direct shear and triaxial compression tests. Significant grain orientation was found in both horizontal and vertical planes of undisturbed loess samples. Preferred grain orientation and imbrication conformed to postulated paleowind directions. Silt-sized particles were found to be oriented parallel with the depositing wind current and imbricated in conformity with established criteria of sedimentation. The orientation of silt grains in the material influenced the directional shear strength considerably. A significant reduction of shear strength was found where specimens were stressed parallel to the plane of preferred grain orientation and imbrication. Microstructural anisotropies in Vicksburg loess also reflected definite variation in shear strength as determined by triaxial compression tests. (Author)

Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1970
Accession Number
AD0871569

Entities

People

  • Rudolph V. Matalucci

Organizations

  • Air Force Research Laboratory

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Anisotropy
  • Compression
  • Conformity
  • Directional
  • Engineering
  • Materials
  • Measurement
  • Microstructure
  • Orientation (Direction)
  • Particles
  • Sedimentation
  • Shear Strength

Fields of Study

  • Geology

Readers

  • Geotechnical Engineering.
  • Mechanical Engineering/Mechanics of Materials.
  • Reinforced Composite Materials