The reported methods for prediction of compaction parameters of fine-grained soils are critically re-examined in this paper. It is shown that correlations involving just any one index property do not yield satisfactory prediction of optimum moisture content and maximum dry unit weight of soil at any rational compactive effort. By defining a fine-grained soil by its liquid limit and plastic limit, the interrelationship between compaction energy and compaction parameters is brought within a definite framework. Plastic limit is found to influence the maximum dry unit weight of soil to a greater extent than the liquid limit at all energy levels considered in the study. On the other hand, the optimum moisture content–compaction energy–index property relationship is more complex. The degree of accuracy of optimum moisture content prediction is improved when separate correlation equations are used for low-to-medium plastic and highly plastic soils.
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August 2016
Research Article|
September 16 2015
Re-examination of compaction parameters of fine-grained soils Available to Purchase
Geethalakshmi Amma Sreelekshmy Pillai, MTech;
Geethalakshmi Amma Sreelekshmy Pillai, MTech
Assistant Professor
Department of Civil Engineering, NSS College of Engineering, Palakkad, India
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Parameswaran Pillai Vinod, PhD
Parameswaran Pillai Vinod, PhD
Professor
Department of Civil Engineering, College of Engineering, Trivandrum, India
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Publisher: Emerald Publishing
Received:
January 14 2015
Accepted:
June 25 2015
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Ground Improvement (2016) 169 (3): 157–166.
Article history
Received:
January 14 2015
Accepted:
June 25 2015
Citation
Sreelekshmy Pillai GA, Vinod PP (2016), "Re-examination of compaction parameters of fine-grained soils". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 169 No. 3 pp. 157–166, doi: https://doi.org/10.1680/jgrim.15.00005
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