|
|
|
Title: ELASTIC AND VISCOELASTIC BEHAVIOR OF A CHEMICALLY STABILIZED SAND
Accession Number: 00148366
Record Type: Component
Availability: Find a library where document is available Abstract: Samples of clean, fine sand saturated with a sodium silicate grout (mix sample No. 7) were prepared and cured in a moist room for 35 days. Four types of tests were performed on identical samples to investigate their elastic and viscoelastic behavior. Results indicate that the isotropic, linear-elastic constitutive law provides a reasonable approximation for characterizing the chemically stabilized fine sand under moving load. Furthermore, for applied vertical stress levels of less than 50 percent, the mixture may be treated as a linear-viscoelastic medium for computing time-dependent deformation under sustained loading.
Supplemental Notes: Publication of this paper sponsored by Committee on Chemical Stabilization of Soil and Rock. 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 #: 01411450
Authors: Shen, C KSmith, Scott SPagination: pp 41-45
Publication Date: 1976
Serial: ISBN: 0309025621
Media Type: Digital/other
Features: Figures
(8)
; References
(12)
; Tables
(1)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways
Files: TRIS, TRB
Created Date: Mar 15 1977 12:00AM
More Articles from this Serial Issue:
|
