In an earlier study the first author and colleagues proposed a T-chart (or U-chart) to evaluate consolidation test results without plotting any compression–time data. The chart was developed for vertical consolidation from the slope of the U–√T curve, where U is the degree of consolidation and T is the time factor. A similar U-chart is developed for radial consolidation. It can be used for the determination of the coefficient of radial consolidation, corrected initial settlement and ultimate settlement without any plotting when time and settlement (both) at the beginning of load increment are known or unknown. The theory, preparation, procedure and usage of a radial U-chart are similar to the ones for the case of vertical consolidation. The use of a U-chart for coupled radial and vertical three-dimensional consolidation is also shown.
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November 2013
Research Article|
November 01 2013
U-chart method for radial and 3D consolidation
S. K. Tewatia, PhD;
S. K. Tewatia, PhD
Professor and Head of Department
Department of Civil Engineering, JECRC University, Jaipur, India
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B. K. Huat, PhD;
B. K. Huat, PhD
Professor
Department of Civil Engineering, University Putra, Malaysia
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Sunanda Rath, PhD;
Sunanda Rath, PhD
Professor and Dean (Academics)
Apex Engineering College, Sitapura, Jaipur, India
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K. Tewatia, BTech
K. Tewatia, BTech
Student
Department of Civil Engineering, National Institute of Technology, Kurukshetra, India
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Publisher: Emerald Publishing
Revision Received:
February 04 2012
Accepted:
February 07 2013
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Ground Improvement (2013) 166 (4): 188–195.
Article history
Revision Received:
February 04 2012
Accepted:
February 07 2013
Citation
Tewatia SK, Huat BK, Rath S, Tewatia K (2013), "U-chart method for radial and 3D consolidation". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 166 No. 4 pp. 188–195, doi: https://doi.org/10.1680/grim.12.00010
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