SOME STUDIES ON THE CRACKING OF SOIL-CEMENT IN JAPAN

This paper mainly treats of the phenomenon of cracking in soil-cement under repeated loads, compared with the case of static loads, and the usefulness of the immediate opening of a soil-cement base to general traffic is emphasized from the good results of an in situ experiment. Concerning the cracking of soil-cement due to climatic action, the merits of a sandwich structure are pointed out. A method to reduce the shrinkage caused by the hydration of portland cement is reported based on an experiment using specimens in which ferrous oxide powder and calcium chloride are added to the soil-cement mixture.

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    • Publication of the paper sponsored by Committee on Soil-Portland Cement Stabilization. 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:
    • YAMANOUCHI, T
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  • Publication Date: 1973

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 83-91
  • Monograph Title: Soil stabilization
  • Serial:

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Filing Info

  • Accession Number: 00159559
  • Record Type: Publication
  • ISBN: 0309021731
  • Files: TRIS, TRB
  • Created Date: Sep 20 1977 12:00AM