Small-Scale Mobility Tests in Fine-Grained Layered Soils.

Abstract

Laboratory single-wheel tests were conducted with a 2.50-4 tire on uniform fine-grained soil and on two conditions of thick-layered, fine-grained soils: condition I in which a soft layer was placed over a firm layer, and condition II in which a firm layer was placed over a soft one. In both cases, the smallest ratio of layer thickness to tire width tested was 0.33. The results of the baseline tests on uniform soil showed that the WES numeric prediction system, which had not hitherto been used for such a small tire, will predict the performance of the small tire as accurately as it predicts the performance of a large tire. The system also can be used in predictions for layered-soil systems, if the soil strength of the top layer is used in the numeric and as long as the lower layer is relatively strong in relation to tire loading.

Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1975
Accession Number
ADA013491

Entities

People

  • Gary D. Swanson
  • Thomas R. Patin

Tags

DTIC Thesaurus Topics

  • Buildings And Structures
  • Geometry
  • Mathematics
  • Mobility
  • Physical Properties
  • Thickness

Readers

  • Computational Modeling and Simulation
  • Mathematics or Statistics
  • Pavement Materials Engineering.