Accession Number:

AD0466264

Title:

ELASTICITY THEORY APPLIED TO FLEXIBLE PAVEMENT DESIGN.

Descriptive Note:

Final rept.,

Corporate Author:

TEXAS TRANSPORTATION INST COLLEGE STATION

Personal Author(s):

Report Date:

1965-05-01

Pagination or Media Count:

22.0

Abstract:

Current research work in the area of flexible pavements has shown that granular paving materials do not obey Hookes law. New research should be directed towards developing a new law for the deformation of these granular materials. Author

Subject Categories:

Distribution Statement:

APPROVED FOR PUBLIC RELEASE