INFLUENCE OF FROST ACTION ON THE BEARING CAPACITY OF SOILS

DURING FROST MELTING PERIODS, THE BEARING CAPACITY OF FROST-SUSCEPTIBLE SUBGRADE SOIL OR SUBBASE MATERIAL IS REDUCED. THE MAGNITUDE OF THIS REDUCTION IN BEARING CAPACITY CAN BE DETERMINED BY PERFORMING CBR TESTS ON SOIL SAMPLES SUBJECTED TO SEVERAL FREEZE-THAW CYCLES. FUTHER STUDIES ARE NECESSARY BEFORE THE PREFROZEN CBR VALUES CAN BE DIRECTLY INTRODUCED IN ROAD DESIGN AS A CHARACTERISTIC NUMBER FOR BEARING CAPACITY. THE PROPOSED TEST PROCEDURE CAN BE USED FOR TESTING ALL SOILS TYPES EXCEPT CLAYS AND IS PARTICULARLY USEFUL FOR DIRTY SANDS AND GRAVELS. FOR THESE SOIL TYPES, THE CBR VALUE AFTER SEVERAL FREEZE-THAW CYCLES IS CONTROLLED BY THE FRACTION OF PARTICLES SMALLER THAN 0.02 MM AND THE COEFFICIENT OF UNIFORMITY. THE CASAGRANDE FROST CRITERION CAN PERHAPS BE MODIFIED TO INCLUDE THE COEFFICIENT OF UNIFORMITY. /AUTHOR/

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  • Supplemental Notes:
    • Paper sponsored by Committee on Frost Action and presented at the 49th Annual Meeting. 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:
    • Jessberger, H L
    • Carbee, D L
  • Publication Date: 1970

Media Info

  • Media Type: Print
  • Features: Appendices; Figures; References; Tables;
  • Pagination: pp 14-26
  • Monograph Title: Frost action: bearing, thrust, stabilization and compaction
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00237899
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Sep 21 1970 12:00AM