MULTIAXIAL TESTING OF SUBGRADE
A unique testing apparatus consisting of a low-pressure multiaxial device has been applied to resilient testing of subgrade soil. Tests were conducted by applying dynamic loading under constant confining pressure. Soils from seven Ohio sites were evaluated. Laboratory results indicate that resilient behavior of the subgrade was dependent on moisture content, stress level, soil type, and density. Critical sensitivity of the resilient modulus to the moisture content was demonstrated by experiments. The testing procedure and results are discussed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309050553
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1278, Dynamic Testing of Aggregates and Soils and Lateral Stress Measurements 1990. 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
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Authors:
- Wilson, B E
- Sargand, S M
- Hazen, G A
- Green, Roger
- Publication Date: 1990
Media Info
- Features: Figures; Photos; References; Tables;
- Pagination: p. 91-95
- Monograph Title: Dynamic testing of aggregates and soils and lateral stress measurements
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Serial:
- Transportation Research Record
- Issue Number: 1278
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Confining pressure; Density; Dynamic loads; Modulus of resilience; Moisture content; Soil types; Soils; Stresses; Subgrade (Pavements); Test procedures; Testing equipment
- Old TRIS Terms: Multiaxial tests; Stress conditions (Soil); Test results
- Subject Areas: Geotechnology; Highways; I42: Soil Mechanics;
Filing Info
- Accession Number: 00605545
- Record Type: Publication
- ISBN: 0309050553
- Files: TRIS, TRB, ATRI
- Created Date: Mar 31 1991 12:00AM