Improved Velocity Method for the Determination of Coefficient of Consolidation

Improved Velocity Method for the Determination of Coefficient of Consolidation

Parkin (1978) suggested the velocity method based on the observation that the theoretical rate of consolidation and time factor plot on a log-log scale yields an initial slope of 1:2 up to 50% consolidation. A new method is proposed that is an improvement over Parkin's velocity method because i...

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Veröffentlicht in:Geotechnical testing journal 1994-03, Vol.17 (1), p.113-118
Hauptverfasser: Pandian, NS, Sridharan, A, Kumar, KS
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Sprache:eng
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Applied sciences
Buildings. Public works
Exact sciences and technology
Geotechnics
Stabilization. Consolidation
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container_title Geotechnical testing journal
container_volume 17
creator Pandian, NS
Sridharan, A
Kumar, KS
description Parkin (1978) suggested the velocity method based on the observation that the theoretical rate of consolidation and time factor plot on a log-log scale yields an initial slope of 1:2 up to 50% consolidation. A new method is proposed that is an improvement over Parkin's velocity method because it minimizes the problems encountered in using that method. The results obtained agree with the other methods in use.
doi_str_mv 10.1520/GTJ10079J
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identifier ISSN: 0149-6115
ispartof Geotechnical testing journal, 1994-03, Vol.17 (1), p.113-118
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1945-7545
language eng
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source ASTM Journals
subjects Applied sciences
Buildings. Public works
Exact sciences and technology
Geotechnics
Stabilization. Consolidation
title Improved Velocity Method for the Determination of Coefficient of Consolidation
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