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Title:

CAPILLARITY TESTS BY CAPILLARIMETER AND BY SOIL FILLED TUBES

Accession Number:

00229986

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

RESULTS ARE PRESENTED FROM TESTS FOR HEIGHT OF CAPILLARY RISE ON EIGHT SAMPLES TYPICAL OF NATURALLY GRADED SOILS-FOUR GRAVELS, THREE SANDS AND ONE SILT. TESTS WERE CONDUCTED BY TWO DIFFERENT METHODS: (1) CAPILLARIMETER OR QUICK TEST INDIRECT METHOD; AND (2) OPEN SOIL FILLED TUBE OR LONG TIME TEST DIRECT METHOD. THE LATTER TESTS WERE CONTINUED FOR A PERIOD OF OVER ONE YEAR AND GAVE MUCH HIGHER VALUES OF CAPILLARY RISE FOR THE FINER SOILS THAN THE CAPILLARIMETER TESTS. OBSERVED RATES OF RISE IN THE OPEN TUBE TESTS DID NOT AGREE WITH THOSE COMPUTED FROM THE THEORETICAL EQUATION. THIS IS JUDGED AS DUE TO THE INCOMPATIBILITY BETWEEN CONDITIONS IN NATURE AND THE SIMPLIFYING ASSUMPTIONS NECESSARY FOR DERIVATION OF THE THEORETICAL EQUATION. /AUTHOR/

Supplemental Notes:

Vol 26, pp 460-473, FIGS, 1 TAB, 8 REF. 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 Accession #:

01490427

Authors:

Lane, K S
Washburn, D E
Krynine, D P

Editors:

Crum, Roy W
Burggraf, Fred
Carey Jr, William N

Publication Date:

1947 (approximate)

Serial:

Highway Research Board Proceedings

Volume: 26
Publisher: Highway Research Board

Media Type:

Digital/other

TRT Terms:

Old TRIS Terms:

Subject Areas:

Geotechnology; Highways

Files:

TRIS, TRB

Created Date:

Jun 5 1972 12:00AM

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