Fast Triaxial Shear Device Evaluation.

Abstract

The purpose of this report is to define the nature of the problem posed in interpreting the results of testing soils with Fast Triaxial Device (FTRXD), to present the steps taken to date in the evaluation of the device, and to outline those planned for the future. The rapid loading of soils in a triaxial testing device was done by WES earlier in the 1960's in conjunction with research on the dynamic bearing capacity if soils. A dynamic triaxial test apparatus was designed and constructed. The results from testing with the apparatus on highly plastic clay specimens, 1.4 inches in diameter by 3.0-inches long, were used to interpret dynamic bearing tests of small plates resting on the clay. The apparatus, the results obtained from it, and their uses are described in Reference 1. Keywords: Soil analysis, Soil mechanics.

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1988
Accession Number
ADA191480

Entities

People

  • William F. Carroll

Organizations

  • University of Central Florida

Tags

Communities of Interest

  • Energy and Power Technologies
  • Weapons Technologies

DTIC Thesaurus Topics

  • Accuracy
  • Air Force Facilities
  • Civil Engineering
  • Classification
  • Differential Equations
  • Elements
  • Engineers
  • Load Cells
  • Measurement
  • Mechanics
  • Pressurization
  • Recording Systems
  • Standing Waves
  • Stress Strain Relations
  • Test And Evaluation
  • Wave Equations
  • Waves

Readers

  • Geotechnical Engineering.
  • Systems Analysis and Design