00234404

Component

http://onlinepubs.trb.org...rbbulletin/342/342-001.pdf

RESULTS OF EXTENSIVE COMPUTATIONS ARE PRESENTED IN A MANNER THAT PERMITS SIMPLE DETERMINATION OF THE COMPLETE PATTERN OF STRESS, STRAIN, AND DEFLECTION AT POINTS BENEATH A UNIFORM CIRCULAR LOAD ON AN ELASTIC, HOMOGENEOUS, ISOTROPIC, HALF SPACE. TABULATIONS ARE PRESENTED OF EIGHT FACTORS FOR A DENSE NETWORK OF POINTS IN TERMS OF DEPTH BELOW THE LOAD AND RADIAL DISTANCE FROM THE LOAD AXIS. SIMPLE FORMULAS ARE PRESENTED USING THESE FACTORS AND POISSON'S RATIO BY WHICH ANY COORDINATE STRESS, STRAIN, OR DEFLECTION MAY BE DETERMINED FOR ANY VALUE OF POISSON'S RATIO. /AUTHOR/

Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01410722

pp 1-13

1962

Highway Research Board Bulletin

41st Annual Meeting of the Highway Research Board

Print

Figures (1) ; References (9) ; Tables (8)

Coordinates; Deflection; Homogeneity; Isotropic materials; Loads; Poisson ratio; Radials; Strain (Mechanics); Stresses; Tables (Data)

Geotechnology; Highways

TRIS, TRB, ATRI

Jul 22 1994 12:00AM

• A RHEOLOGICAL ANALYSIS OF SHEAR AND CONSOLIDATION OF SATURATED CLAYS
• DISTRIBUTION OF STRESSES ON AN UNYIELDING SURFACE BENEATH A PNEUMATIC TIRE
• LATERAL STABILITY OF RIGID POLES SUBJECTED TO A GROUND-LINE THRUST
• STRESS AND STRAIN FACTORS FOR THREE-LAYER ELASTIC SYSTEMS
• STRESSES IN YIELDING SOILS UNDER MOVING WHEELS AND TRACKS
• TABLES OF STRESSES IN THREE-LAYER ELASTIC SYSTEMS
• THREE-DIMENSIONAL CONSOLIDATION
• USE OF STRESS LOCI FOR DETERMINATION OF EFFECTIVE STRESS PARAMETERS
• VERTICAL STRESSES IN SUBGRADES BENEATH STATICALLY LOADED FLEXIBLE PAVEMENTS