TECHNICAL PAPERS
Feb 1, 1990

Critical Reappraisal of Colloidal Activity of Clays

Publication: Journal of Geotechnical Engineering
Volume 116, Issue 2

Abstract

Soil properties and their behavior, apart from stress history, are influence markedly by physicochemical characteristics of the constituent clay and nonclay minerals and their relative proportions. Atterberg limits and Skempton's colloidal activity, which are simple quantitative parameters, reflect the composite effects of the soil constituents and their interactions with pore fluid. Micromechanistic interpretations of these parameters have been provided in this paper. It has been shown that, in general, the liquid limit of fine‐grained soils reflects the physicochemical potential and that each of the factors of Skempton's colloidal activity are interdependent. It has been illustrated that property correlations with colloidal activity, as well as with Atterberg limits, result in involved interrelationships due to the interdependence of the parameters.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Atterberg, A. (1911). “The behavior of clays with water, their limits of plasticity and their degrees of plasticity.” International Reports for Soil Science, 1, 10–43.
2.
Carrier, W. D. III. (1985). “Consolidation parameters derived from index tests.” Geotechnique, 35(2), 211–213.
3.
Casagrande, A. (1932). “Research on the Atterberg limits of soils.” Public Roads, 13(8), 121–130.
4.
Dennehy, J. P. (1978). “The remolded undrained shear strength of cohesive soils and its influence on suitability of embankment fill.” Proc. Clay fills, Institution of Civil Engineers, London, U.K., 87–94.
5.
Farrar, D. M., and Coleman, J. D. (1967). “Correlation of surface area with other properties of 19 British soils.” J. Soil Sci. Soc., 18(1), 118–124.
6.
Koppula, S. D. (1986). Discussion of “Consolidation parameters derived from index tests,” by W. D. Carrier, III, Geotechnique, 36(2), 291–292.
7.
Lupini, J. F., Skinner, A. E., and Vaughan, P. R. (1981). “The drained residual strength of soils.” Geotechnique, 31(2), 181–213.
8.
Nagaraj, T. S., and Jayadeva, M. S. (1981). “Reexamination of one point methods of liquid limit determination.” Geotechnique, 31(3), 413–425.
9.
Nagaraj, T. S., and Jayadeva, M. S. (1983). “Critical reappraisal of plasticity index of soils.” J. Geotech. Engrg., ASCE, 109(7), 994–1000.
10.
Nagaraj, T. S., Joshi, R. C., and Srinivasa Murthy, B. R. (1988). “Generalized equation for compression ratio.” J. Test. Eval., ASTM, 16(1), 86–89.
11.
Norman, L. E. J. (1958). “A comparison of values of liquid limit determined with apparatus having bases of different hardness.” Geotechnique, 8(1), 79–83.
12.
Russell, E. F., Mickle, J. L. (1970). “Liquid limit values of soil moisture tension.” J. Soil Mech. and Found. Engrg. Div., ASCE, 96(3), 967–987.
13.
Seed, H. B., Woodward, R. J., and Lundgren, R. (1962). “Prediction of swelling potential for compacted clays.” J. Soil Mech. and Found. Engrg. Div., ASCE, 88(3), 53–87.
14.
Seed, H. B., Woodward, R. J., and Lundgren, R. (1964). “Clay mineralogical aspects of Atterberg limits.” J. Soil Mech. and Found. Engrg. Div., ASCE, 90(4), 107–131.
15.
Skempton, A. W. (1953). “The colloidal activity of clays.” Proc., III Int. Conf. on Soil Mechanics and Foundation Engineering, 1, 57–61.
16.
Skempton, A. W., and Northey, R. D. (1952). “The sensitivity of clays.” Geotechnique, 3(1), 30–53.
17.
Sridharan, A., and Jayadeva, M. S. (1982). “Double layer theory and compressibility of clays.” Geotechnique, 32(2), 133–144.
18.
Srinivasa Murthy, B. R., Nagaraj, T. S., and Bindumadhava (1987). “Influence of coarse particles on compressibility of soils.” Proc., Int. Symp. on Prediction and Performance in Geotechnical Engineering, Calgary, Canada, 195–200.
19.
Terzaghi, K. (1926). “Simplified soil tests for subgrades and their physical significance.” Public Roads, 7(8), 153–162.
20.
Warkentin, B. P. (1961). “Interpretation of the upper plastic limit of clays.” Nature, 190(4772), 287–288.
21.
Whyte, I. L. (1982). “Soil plasticity and strength—A new approach using extrusion.” Ground Engrg., 15(1), 16–24.
22.
Wroth, C. P. (1979). “Correlations of some engineering properties of soils.” Proc., II Int. Conf. on Behaviour of Offshore Structures, London, U.K., 121–132.
23.
Wroth, C. P., and Wood, D. M. (1978). “The correlation of index properties with some basic engineering properties of soils.” Can. Geotech. J., 15(2), 137–145.
24.
Youssef, M. S., El‐Ramle, A. H., and El‐Demery, M. (1965). “Relationships between shear strength, consolidation, liquid limit and plastic limit for remolded clays.” Proc., Int. Conf. on Soil Mechanics and Foundation Engineering, 1, 126–129.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 116Issue 2February 1990
Pages: 285 - 296

History

Published online: Feb 1, 1990
Published in print: Feb 1990

Permissions

Request permissions for this article.

Authors

Affiliations

N. S. Pandian
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore 560 012, India
T. S. Nagaraj
Prof. and Chmn., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore 560 012, India

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share