00235338

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http://onlinepubs.trb.org...s/hrr/1968/228/228-001.pdf

THE SURFACE DISPLACEMENT OF AN ELASTIC LAYER ON A RIGID BASE (A SOIL-ROCK SYSTEM) UNDER UNIFORMLY LOADED AREAS OF VARIOUS SHAPES IS EVALUATED, AND THE DISPLACEMENT OF A TWO- LAYER ELASTIC SYSTEM, WHERE THE UPPER LAYER IS MORE COMPRESSIBLE THAN THE LOWER, UNDER A UNIFORMLY LOADED CIRCULAR AREA IS COMPUTED ACCORDING TO A RIGOROUS SOLUTION OF THE THEORY OF ELASTICITY. /AUTHOR/

Paper sponsored by Committee on Strength and Deformation Characteristics of Pavement Sections. 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

01409434

pp 1-10

1968

Highway Research Record

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Figures (14) ; References (14)

Compressibility; Dislocation (Geology); Elasticity (Mechanics); Foundations; Loads; Mathematical analysis; Pavement layers; Standardization; Stiffness; Surfaces

Loading; Rigid foundations

Geotechnology; Highways; Pavements

TRIS, TRB

Sep 16 1994 12:00AM

• FINITE ELEMENT ANALYSES OF PAVEMENTS
• LAYERED SYSTEMS UNDER NORMAL SURFACE LOADS
• STRESS ANALYSIS BY FINITE ELEMENTS
• THEORETICAL STRESS DISTRIBUTION IN AN ELASTIC MULTI-LAYERED SYSTEM