The simple but profound standard equation given in BS 1377:1967 is revisited in this paper. According to the equation, plasticity index (PI) is 2.13 times (or simply twice) the linear shrinkage. This standard relationship is widely recognised and employed when determination of the liquid limit or plastic limit is difficult or not possible. The equation is also used as a basic means of checking the accuracy of test results for the Atterberg limits. Data of 180 natural soil samples were used to statistically evaluate the veracity of the equation. It was found that the BS 1377:1967 equation exhibits excellent accuracy and the equation's veracity for practical engineering use was confirmed. However, the method appears to be correct only up to PI values not exceeding 25% and has greater accuracy at lower PI values (<15%). Other studies in the literature also show that the equation may not apply to some soil types or to soils of particular clay mineral types. These possible limitations thus require further investigation.
Article navigation
June 2023
Editors
Research Article|
December 03 2021
Standard relationship between plasticity index and linear shrinkage: revisited Available to Purchase
Florindo Thaimo, BTech, MTech;
Florindo Thaimo, BTech, MTech
Lecturer, Department of Civil Engineering Technology, University of Johannesburg, South Africa (corresponding author: fthaimo@uj.ac.za)
Search for other works by this author on:
Stephen O. Ekolu, MSc, PhD, MCSSA, MSAICE, PrEng
;
Stephen O. Ekolu, MSc, PhD, MCSSA, MSAICE, PrEng
Associate Professor, Department of Civil Engineering Science, University of Johannesburg, South Africa
Search for other works by this author on:
Harry Quainoo, BSc, MSc, PhD, AM SAICE, MAIPM, ICIOB
Harry Quainoo, BSc, MSc, PhD, AM SAICE, MAIPM, ICIOB
Senior Lecturer, Department of Civil Engineering Science, University of Johannesburg, South Africa
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
May 19 2021
Accepted:
August 17 2021
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2021
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2023) 176 (3): 211–219.
Article history
Received:
May 19 2021
Accepted:
August 17 2021
Citation
Thaimo F, Ekolu SO, Quainoo H (2023), "Standard relationship between plasticity index and linear shrinkage: revisited". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 176 No. 3 pp. 211–219, doi: https://doi.org/10.1680/jgeen.21.00085
Download citation file:
Suggested Reading
Liquid limit and surface area of clays
Geotechnique (March,1991)
Role of amount and type of clay in the lime stabilization of soils
Proceedings of the Institution of Civil Engineers - Ground Improvement (January,2000)
Using the BS cone penetrometer for the determination of the plastic limit of soils
Geotechnique (September,1988)
Influence of drying on the liquid limit behaviour of a marine clay
Geotechnique (December,1989)
Compressibility behaviour of homoionized bentonites
Geotechnique (December,1986)
Related Chapters
Influence of Sodium Chloride on Index Properties and Residual Shear Strength of Natural Soil and Pure Minerals
Advances in geotechnical engineering: The Skempton conference: Proceedings of a three day conference on advances in geotechnical engineering, organised by the Institution of Civil Engineers and held at the Royal Geographical Society, London, UK, on 29–31 March 2004
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
