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Title: EFFECT OF VARIATIONS IN POISSONS RATIO ON SOIL TRIAXIAL TESTING
Accession Number: 00233663
Record Type: Component
Abstract: THE EFFECT OF VARIATIONS IN POISSONS RATIO ON THE APPARENT ELASTIC MODULUS AND THE APPARENT POISSONS RATIO AS DETERMINED FROM A CONVENTIONAL SOIL TRIAXIAL TEST IS INVESTIGATED. THESE PARAMETERS, THE APPARENT ELASTIC MODULUS AND THE APPARENT POISSONS RATIO, ARE NOT THE SAME AS THE TRUE ELASTIC CONSTANTS APPEARING IN HOOKES LAW . HOWEVER, ASSUMING THAT THE SOIL BEHAVES ELASTICALLY, THE TRUE ELASTIC CONSTANTS, YOUNGS MODULUS OF ELASTICITY AND POISSONS RATIO, CAN BE DETERMINED BY APPLYING CORRECTIONS TO THE APPARENT VALUES OBTAINED IN TRIAXIAL TESTING. CURVES SHOWING THE RELATIONSHIPS BETWEEN THESE TRUE AND APPARENT PARAMETERS ARE SHOWN. NUMERIAL SOLUTIONS ARE PRESENTED FOR THREE VALUES OF POISSONS RATIO AND TWO VALUES OF HEIGHT TO DIAMETER RATIO. /AUTHOR/
Supplemental Notes: 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: Monograph Accession #: 01410063
Authors: Moore, William MPagination: pp 19-30
Publication Date: 1966
Serial: Media Type: Print
Features: Appendices
(3)
; Figures
(4)
; References
(8)
; Tables
(10)
TRT Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways
Files: TRIS, TRB
Created Date: Nov 18 1994 12:00AM
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