BEHAVIOR OF STABILIZED SOILS UNDER REPEATED LOADING. REPORT 2. BEHAVIOR OF REPEATED FLEXURE, FREQUENCY AND DURATION EFFECTS, FATIGUE FAILURE ANALYSES

Abstract

The report presents results of experimental investigations of the comparative behavior of cement-treated silty clay and cement-treated buckshot clay under repeated compressive stresses, the behavior of cement-treated silty clay in repeated flexure, and effects of repeated load duration and frequency in both compression and flexure. Analyses are presented relative to the adequacy of stabilized layers to withstand flexural stresses imposed by specified design trucks and aircraft. Fatigue probabilities are examined and a method for assessing the probable effects on performance of variations in stabilized soil quality is described.

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Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1966
Accession Number
AD0651938

Entities

People

  • C. L. Monismith
  • J. K. Mitchell

Organizations

  • University of California, Berkeley

Tags

Communities of Interest

  • Engineered Resilient Systems

DTIC Thesaurus Topics

  • Aircrafts
  • Civil Engineering
  • Classification
  • Compressive Strength
  • Construction
  • Engineering
  • Engineers
  • Flexural Properties
  • Flexural Strength
  • Frequency
  • Materials
  • Mechanics
  • Resilience
  • Soil Classification
  • Soil Stabilization
  • Structural Loads
  • Vehicles

Readers

  • Pavement Materials Engineering.
  • Regression Analysis.