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Title:

REPEATED STATIC LOADING TRIAXIAL TESTS FOR DETERMINATION OF RESILIENT PROPERTIES OF SANDS

Accession Number:

00489532

Record Type:

Component

Availability:

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Order URL: http://worldcat.org/isbn/0309047706

Abstract:

The possibility of determining the resilient modulus of sand through repeated static loading triaxial test was investigated. Six different sands, with gradings ranging from very coarse to extremely fine, were tested. For each sand investigated, one triaxial specimen was prepared. Repeated static loading triaxial tests and cyclic loading triaxial tests were then carried out on the same specimen. Comparison of the resilient moduli obtained from both types of tests clearly showed the possiblity of determining resilient moduli in relatively simple-to-perform, repeated static loading triaxial tests.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1192, Soil Engineering. 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:

Soil engineering

Monograph Accession #:

01413981

Authors:

SWEERE, GTH
GALJAARD, P J

Pagination:

p. 8-15

Publication Date:

1988

Serial:

Transportation Research Record

Issue Number: 1192
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309047706

Features:

Figures (8) ; References (5) ; Tables (1)

Old TRIS Terms:

Subject Areas:

Geotechnology; Highways; I42: Soil Mechanics

Files:

TRIS, TRB, ATRI

Created Date:

Nov 30 1989 12:00AM

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