Discussions and Closures
Mar 28, 2022

Closure to “Advancement in Estimation of Undrained Shear Strength through Fall Cone Tests” by Abhishek Ghosh Dastider, Santiram Chatterjee, and Prasenjit Basu

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 6

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used in this closure are available in the published article.

References

BSI (British Standards Institution). 1990. Methods of test for soils for civil engineering purposes (classification tests). BS 1377-2. London: BSI.
Haigh, S. K., P. J. Vardanega, and M. D. Bolton. 2013. “The plastic limit of clays.” Géotechnique 63 (6): 435–440. https://doi.org/10.1680/geot.11.P.123.
Hansbo, S. 1957. “A new approach to the determination of the shear strength of clay by the fall cone test.” Proc. R. Swedish Geotech. Inst. 14 (1): 1–48.
Harison, J. A. 1988. “Using the BS cone penetrometer for the determination of the plastic limit of soils.” Géotechnique 38 (3): 433–438. https://doi.org/10.1680/geot.1988.38.3.433.
Hazell, E. 2008. “Numerical and experimental studies of shallow cone penetration in clay.” D.Phil. thesis, Dept. of Engineering Science, Univ. of Oxford.
Koumoto, T., and G. T. Houlsby. 2001. “Theory and practice of the fall cone test.” Géotechnique 51 (8): 701–712. https://doi.org/10.1680/geot.2001.51.8.701.
Nagaraj, H. B., A. Sridharan, and H. M. Mallikarjuna. 2012. “Re-examination of undrained strength at Atterberg limits water contents.” Geotech. Geol. Eng. 30 (4): 727–736. https://doi.org/10.1007/s10706-011-9489-7.
O’Kelly, B. C. 2013. “Atterberg limits and remolded shear strength–water content relationships.” Geotech. Test. J. 36 (6): 939–947. https://doi.org/10.1520/GTJ20130012.
O’Kelly, B. C., P. J. Vardanega, and S. K. Haigh. 2018. “Use of fall cones to determine Atterberg limits: A review.” Géotechnique 68 (10): 843–856. https://doi.org/10.1680/jgeot.17.R.039.
Sherwood, P. T. 1970. The reproducibility of the results of soil classification and compaction tests. London: Dept. of Transport.
Sivakumar, V., D. Glynn, P. Cairns, and J. A. Black. 2009. “A new method of measuring plastic limit of fine materials.” Géotechnique 59 (10): 813–823. https://doi.org/10.1680/geot.2009.59.10.813.
Sivakumar, V., B. C. O’Kelly, L. Henderson, C. Moorhead, and S. H. Chow. 2015. “Measuring the plastic limit of fine soils: An experimental study.” Proc. Inst. Civ. Eng. Geotech. Eng. 168 (1): 53–64. https://doi.org/10.1680/geng.14.00004.
Sivakumar, V., B. C. O’Kelly, L. Henderson, C. Moorhead, S. H. Chow, and G. E. Barnes. 2016a. “Discussion: Measuring the plastic limit of fine soils: An experimental study.” Proc. Inst. Civ. Eng. Geotech. Eng. 169 (1): 83–85. https://doi.org/10.1680/jgeen.15.00068.
Sivakumar, V., B. C. O’Kelly, L. Henderson, C. Moorhead, S. H. Chow, S. K. Haigh, and P. J. Vardanega. 2016b. “Discussion: Measuring the plastic limit of fine soils: An experimental study.” Proc. Inst. Civ. Eng. Geotech. Eng. 169 (1): 86–89. https://doi.org/10.1680/jgeen.15.00090.
Skempton, A. W., and R. D. Northey. 1952. “The sensitivity of clays.” Géotechnique 3 (1): 30–53. https://doi.org/10.1680/geot.1952.3.1.30.
Stone, K. J., and B. S. Kyambadde. 2007. “Determination of strength and index properties of fine-grained soils using a soil minipenetrometer.” J. Geotech. Geoenviron. Eng. 133 (6): 667–673. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:6(667).
Stone, K. J. L., and K. D. Phan. 1995. “Cone penetration tests near the plastic limit.” Géotechnique 45 (1): 155–158. https://doi.org/10.1680/geot.1995.45.1.155.
Vardanega, P. J., and S. K. Haigh. 2014. “The undrained strength–liquidity index relationship.” Can. Geotech. J. 51 (9): 1073–1086. https://doi.org/10.1139/cgj-2013-0169.
Whyte, I. L. 1982. “Soil plasticity and strength—A new approach using extrusion.” Ground Eng. 15 (1): 16–24. https://doi.org/10.1139/cgj-2013-0169.
Wood, D. M., and C. P. Wroth. 1978. “The use of the cone penetrometer to determine the plastic limit of soils.” Ground Eng. 11 (3): 37.
Wroth, C. P., and D. M. Wood. 1978. “The correlation of index properties with some basic engineering properties of soils.” Can. Geotech. J. 15 (2): 137–145. https://doi.org/10.1139/t78-014.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 6June 2022

History

Received: Nov 25, 2021
Accepted: Feb 18, 2022
Published online: Mar 28, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 28, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Abhishek Ghosh Dastider, Aff.M.ASCE [email protected]
Postdoctoral Fellow, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, Maharashtra 400 076, India. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, Maharashtra 400 076, India (corresponding author). ORCID: https://orcid.org/0000-0003-4268-6058. Email: [email protected]
Prasenjit Basu, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, Maharashtra 400 076, India. Email: [email protected]

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.

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