Discussion of “Using a Small Ring and a Fall-Cone to Determine the Plastic Limit” by Tao-Wei Feng
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 2
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References
Collins, I. F., and Kelly, P. A. (2002). “A thermomechanical analysis of family of soil models.” Geotechnique, 52(7), 507–518.
Feng, T. W. (2000). “Fall-cone penetration and water content relationship of clays.” Geotechnique, 50(2), 181–187.
Feng, T. W. (2001). “A linear log model for the determination of consistency limits of soils.” Can. Geotech. J., 38, 1335–1342.
Kodikara, J. K., Seneviratne, H. N., and Wijayakulasooryia, C. V. (1986). “Evaluation of plastic limit and plasticity index by cone penetrometer.” Proc., Asian Regional Symposium on Geotechnical Problems and Practices in Foundation Engineering, National Building Research Organisation, Sri Lanka, 1, 229–233.
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.
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© 2006 ASCE.
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Published online: Feb 1, 2006
Published in print: Feb 2006
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J. Kodikara
Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Building 60, Wellington Rd., Victoria 3800, Australia.
H. N. Seneviratne
Professor, Dept. of Civil Engineering, Univ. of Peradeniya, Sri Lanka.
C. V. Wijayakulasooryia
Principal Engineer, Dept. of MainRoads, Queensland, Australia.
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