CONTRIBUTION TO THE MECHANICS OF RIGID WHEELS ON SAND

Abstract

Current theoretical concepts of soil-running gear interaction are based on empirical pressure-sinkage and shear stress-displacement relations. However, tests from which these relations were obtained present a poor analogy to the soil-running gear interaction. In particular, use of the shear stress- displacement relation for analytical evaluation of the shear stresses at the contact surface of rigid wheels on sand was found misleading, primarily because equations obtained by the bevameter or dragged plate tests describe soil behavior in an intermediate state between the elastic and plastic states. Recent publications show that part of the soil close to a powered wheel is in an actual plastic flow state and part is in a quasielastic state. Thus, the soil-bevameter interaction is fundamentally different than the soil-wheel interaction. Sela's theory of the relation between a rigid wheel and dry sand is based exclusively on the shear stress-displacement concept, and thus provided an excellent means of checking the concept. It uses the soil rupture pattern beneath rigid wheels on sand to subdivide the total interface into three zones of different soil behavior. This theory agrees better with test data than other theories.

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Document Details

Document Type
Technical Report
Publication Date
May 01, 1968
Accession Number
AD0833871

Entities

People

  • Klaus W. Wiendieck

Tags

Communities of Interest

  • Air Platforms
  • Weapons Technologies

DTIC Thesaurus Topics

  • Civil Engineering
  • Earth Sciences
  • Engineers
  • Geometry
  • Leading Edges
  • Materials
  • Measurement
  • Mechanical Engineering
  • Mechanics
  • Plastic Flow
  • Shear Stresses
  • Soil Mechanics
  • Soils
  • Stress Strain Relations
  • Test And Evaluation
  • Test Facilities
  • Two Dimensional

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  • Mechanical Engineering/Mechanics of Materials.
  • Pavement Materials Engineering.
  • Theoretical Analysis.