SOIL STABILIZATION. EFFECT OF MOLDING CONDITIONS ON THE EFFECTIVE STRESS-STRENGTH BEHAVIOR OF A STABILIZED CLAYEY SILT

Abstract

The influence of molding water content, as-molded dry density, and delay time prior to compaction after mixing in of the molding water on the effective stress-strength behavior of a clayey silt stabilized with hydrated lime and portland cement is presented in this report. This investigation used the results of high pressure consolidated-undrained triaxial compression tests with pore water pressure measurements.

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1970
Accession Number
AD0711536

Entities

People

  • Anwar E. Wissa
  • Jose G. Paniaqua
  • Samuel Feferbaum-zyto

Organizations

  • Massachusetts Institute of Technology

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Back Pressure
  • Civil Engineering
  • Engineering
  • Granular Materials
  • High Density
  • High Pressure
  • Low Density
  • Materials
  • Mechanics
  • Physical Properties
  • Pore Pressure
  • Portland Cement
  • Pressure Measurement
  • Saturation
  • Shear Stresses
  • Soil Stabilization
  • Stress Strain Relations

Readers

  • Geotechnical Engineering.
  • Pavement Materials Engineering.
  • Reinforced Composite Materials