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Title: INFLUENCE VALUE GRAPHS FOR CIRCULAR BEARING AREAS
Accession Number: 00233347
Record Type: Component
Abstract: BASED ON THE EXTENDED USE OF BOUSSINESQ'S THEORY OF ELASTICITY PERTAINING TO VERTICAL STRESS DISTRIBUTION IN A SEMI-INFINITE, HOMOGENEOUS, ISOTROPIC, ELASTIC HEMISPATIAL MEDIUM BY SURFACE LOADING, SYSTEMATIC 3-DIMENSIONAL INFLUENCE VALUES ARE PRESENTED IN GRAPH FORM FOR DETERMINING VERTICAL, NORMAL STRESSES AT ANY POINT IN AN ELASTIC MEDIUM FROM A UNIFORMLY LOADED CIRCULAR BEARING AREA. THE INFLUENCE VALUE GRAPHS ARE EASY TO USE. INFLUENCE VALUES CAN BE PICKED OUT DIRECTLY, AND THEY FACILITATE A QUICK DETERMINATION OF VERTICAL STRESS FIELDS IN SOIL. THUS, THESE INFLUENCE VALUES RATIONALIZE AND EXPEDITE EFFECTIVELY THE WORK OF SOIL AND FOUNDATION DESIGN ENGINEERS. /AUTHOR/
Supplemental Notes: Sponsored by Committee on Mechanics of Earth Masses and Layered Systems. 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
Monograph Title: SOILS AND BASES: CHARACTERISTICS, CLASSIFICATION, AND PLANNING Monograph Accession #: 00044066
Corporate Authors: Highway Research Board 2101 Constitution Avenue, NW Authors: Jumikis, Alfreds RPagination: pp 45-50
Publication Date: 1972
Serial: Conference:
41st Annual Meeting of the Highway Research Board
Location:
Washington DC, United States Media Type: Print
Features: Figures
(2)
; References
(18)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways
Files: TRIS, TRB
Created Date: Apr 17 1973 12:00AM
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