00234396

Component

http://onlinepubs.trb.org...rbbulletin/342/342-008.pdf

THE TABLES OF VALUES OF STRESSES ARISING IN A THREE-LAYER ELASTIC SYSTEM LOADED OVER A CIRCULAR AREA HAVE BEEN EXTENDED TO COVER A WIDER RANGE OF PARAMETERS. VALUES OF THE VERTICAL STRESSES AT BOTH INTERFACES ARE GIVEN, AND ARE ACCURATE TO WITHIN 1 PERCENT. THE CALCULATIONS WERE PERFORMED ON THE FERRANTI MARK I COMPUTER AT KONINKLIJKE/ SHELL LABORATORIUM, AMSTERDAM. THE WORK FORMS PART OF A PROGRAM FOR THE DEVELOPMENT OF A METHOD FOR THE DESIGN OF FLEXIBLE ROADS. /AUTHOR/

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01410722

pp 176-214

1962

Highway Research Board Bulletin

41st Annual Meeting of the Highway Research Board

Print

Appendices (3) ; Figures (2) ; Tables (2)

Calculation; Elasticity (Mechanics); Flexible pavements; Highway design; Interfaces; Loads; Pavement design; Pavement layers; Stresses; Tables (Data)

Computation; Parameters

Geotechnology; Highways; Pavements

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
• TABULATED VALUES FOR DETERMINING THE COMPLETE PATTERN OF STRESSES, STRAINS, AND DEFLECTIONS BENEATH A UNIFORM CIRCULAR LOAD ON A HOMOGENEOUS HALF SPACE
• THREE-DIMENSIONAL CONSOLIDATION
• USE OF STRESS LOCI FOR DETERMINATION OF EFFECTIVE STRESS PARAMETERS
• VERTICAL STRESSES IN SUBGRADES BENEATH STATICALLY LOADED FLEXIBLE PAVEMENTS