Two of the aims of laboratory one-dimensional consolidation tests are prediction of the end of primary settlement, and determination of the coefficient of consolidation of soils required for the time rate of consolidation analysis from time–compression data. Of the many methods documented in the literature to achieve these aims, Asaoka's method is a simple and useful tool, and yet the most neglected one since its inception in the geotechnical engineering literature more than three decades ago. This paper appraises Asaoka's method, originally proposed for the field prediction of ultimate settlement, from the perspective of laboratory consolidation analysis along with recent developments. It is shown through experimental illustrations that Asaoka's method is simpler than the conventional and popular methods, and makes a satisfactory prediction of both the end of primary compression and the coefficient of consolidation from laboratory one-dimensional consolidation test data.
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1 December 2014
Research Article|
December 09 2013
Appraisal of observational method for consolidation analysis
K. Prakash, ME, PhD;
K. Prakash, ME, PhD
Professor
Department of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore, India
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A. Sridharan, ME, PhD, DSc;
A. Sridharan, ME, PhD, DSc
INSA Honorary Senior Scientist
Indian National Science Academy, Delhi; Former Professor in Civil Engineering, Indian Institute of Science, Bangalore, India
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M. Sheshashayana, BE
M. Sheshashayana, BE
Former undergraduate student
Department of Civil Engineering, Sri Jayachamarajendra College of Engineering, Mysore, India
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Publisher: Emerald Publishing
Revision Received:
January 08 2013
Accepted:
August 13 2013
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2014) 167 (6): 518–525.
Article history
Revision Received:
January 08 2013
Accepted:
August 13 2013
Citation
Prakash K, Sridharan A, Sheshashayana M (2014), "Appraisal of observational method for consolidation analysis". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 167 No. 6 pp. 518–525, doi: https://doi.org/10.1680/geng.13.00006
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