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Volume 8, Issue 1 (March 1985)

ISSN: 1945-7545
CODEN: GTJODJ
Page Count: 4


Improved Rectangular Hyperbola Method for the Determination of Coefficient of Consolidation

Sridharan, A
Professor of civil engineering and post-graduate student, Indian Institute of Science, Bangalore,

Prakash, K
Professor of civil engineering and post-graduate student, Indian Institute of Science, Bangalore,

Abstract

From the Terzaghi's theory of consolidation, it can be shown that the T/U versus T relation is a rectangular hyperbola over a fairly wide range of degree of consolidation. In the plot of T/U versus T, a straight line is fitted for the range of 60 to 90% degree of consolidation with a high precision. A method of calculating the coefficient of consolidation Cv is presented. The results are compared with the results obtained by the conventional methods, viz, square root of time fitting method and logarithm of time fitting method.



Keywords:
clays, consolidation coefficient, soil tests, time dependence, rectangular hyperbola

Paper ID: GTJ10855J
DOI: 10.1520/GTJ10855J
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Author Title Improved Rectangular Hyperbola Method for the Determination of Coefficient of Consolidation Symposium , 0000-00-00 Committee D18