ACCEPTANCE SPECIFICATION OF COMPACTED SOILS

AN INVESTIGATION OF THE FAILURE PROBABILITY OF LINEAR ELASTIC HETEROGENEOUS EMBANKMENTS IS REPORTED, AND ILLUSTRATIONS ARE GIVEN FOR INCORPORATING THOSE RESULTS INTO ACCEPTANCE SPECIFICATIONS. FAILURE IS DEFINED IN TERMS OF DEFORMATIONS. UNCERTAINTIES IN THE SOIL STIFFNESS INCLUDE THE SPATIAL UNCERTAINTY AND THE UNCERTAINTY RESULTING FROM LIMITED SAMPLING DURING THE INSPECTION PROCESS. THE RESULTS GIVE A QUANTITATIVE MEASURE OF THE FAILURE PROBABILITY AS INFLUENCED BY THE EMBANKMENT HEIGHT AND SLOPE ANGLE, THE SLOPE GEOMETRY, THE MEAN AND STANDARD DEVIATION OF THE SOIL STIFFNESS, POISSON'S RATIO, THE NUMBER OF SAMPLES TAKEN DURING THE INSPECTION, AND THE MEAN AND STANDARD DEVIATION OF THE MEASUREMENTS TAKEN DURING THE INSPECTION. A HYPOTHETICAL PROBLEM ILLUSTRATES THE USE OF THE RESULTS, WHICH CAN BE TABULATED FOR EASY FIELD USE. THE INFLUENCE OF NEGLECTING THE SPATIAL UNCERTAINTY OF THE SOIL PROPERTIES IN ACCEPTANCE REQUIREMENTS IS ALSO ILLUSTRATED.

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    • Sponsored by Committee on Compaction. 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
  • Authors:
    • Kraft Jr, Leland M
    • Yeung, Jimmy Yew-Hang
  • Conference:
  • Publication Date: 1973

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 21-33
  • Monograph Title: Soil compaction and corrugations
  • Serial:

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Filing Info

  • Accession Number: 00215665
  • Record Type: Publication
  • ISBN: 0309021693
  • Files: TRIS, TRB
  • Created Date: Dec 22 1973 12:00AM