DISCUSSIONS AND CLOSURES
Jan 1, 1987

Discussion of “Flow Field Around Cones in Steady Penetration” by Mehmet T. Tumay, Yalcin B. Acar, Murat H. Cekirge, and Narayanan Ramesh (February, 1985, Vol. 111, No. 2)

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 1
First page of PDF

Get full access to this article

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

References

1.
Baligh, M. M., “Theory of Deep Site Static Cone Penetration Resistance,” Publication No. R75‐56, Order No. 517, Department of Civil Engineering, M.I.T., Cambridge, Mass., Sept., 1975.
2.
Bjerrum, L., and Johannessen, I., “Pore Pressure Resulting from Driving Piles in Soft Clay,” Pore Pressure and Suction in Soil, Butterworth, London, England, 1961.
3.
Clark, J. I., and Meyerhof, G. G., “The Behavior of Piles Driven in Clay. I. An Investigation of Soil Stress and Pore Water Pressure as Related to Soil Properties,” Canadian Geotechnical Journal, Vol. 9, 1972, pp. 351–373.
4.
Gibson, R. E., and Anderson, W. F., “In Situ Measurements of Soil Properties with Pressuremeter,” Civil Engineering and Public Work Review, Vol. 56, No. 658, 1961, pp. 615–618.
5.
Gupta, R. C., “Determination of the In Situ Coefficients of Consolidation and Permeability of Submerged Soils Using Electrical Piezoprobe Soundings,” thesis presented to the University of Florida at Gainsville, Fla., in 1983, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
6.
Hill, R., The Mathematical Theory of Plasticity, Clarendon Press, Oxford, England, 1950.
7.
Ismael, F. I., and Klym, T. W., “Pore‐Water Pressure Induced by Pile Driving,” Journal of the Geotechnical Engineering, ASCE, Vol. 105, No. GT 11, Nov., 1979, pp. 1349–1354.
8.
Koizumi, Y., and Ito, K., “Field Tests with Regard to Pile Driving and Bearing Capacity of Piled Foundations,” Soils and Foundations, Vol. 7, No. 3, 1967, pp. 30–53.
9.
Randolph, M. F., Carter, J. P., and Wroth, C. P., “Driven Piles in Clay: (I) Installation Modelled as the Expansion of a Cylindrical Cavity,” Report No. TR53, Department of Civil Engineering, Cambridge University, Cambridge, England, 1978.
10.
Randolph, M. F., and Wroth, C. P., “An Analytical Solution for the Consolidation Around a Driven Pile,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 3, 1979, pp. 217–229.
11.
Robertson, P. K., and Campanella, R. G., Guidelines for Use and Interpretation of the Electronic Cone Penetration Test, Hogentogler and Company, Inc., Gaithersburg, Md., 1984.
12.
Rourk, T. L., “Model Studies of a Pile Failure Surface in a Cohesive Soil,” thesis presented to the Georgia Institute of Technology, at Atlanta, Ga., in 1961, in partial fulfillment of the requirements for the degree of Master of Science.
13.
Roy, M., Tremblay, M., Tavenas, F., and Rochelle, P. L., “Development of Pore Pressures in Quasi‐static Penetration Tests in Sensitive Clay,” Canadian Geotechnical Journal, Vol. 19, 1982, pp. 124–138.
14.
Steenfelt, J. S., Randolph, M. F., and Wroth, C. P., “Model Tests on Instrumented Piles Jacked into Clay,” Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 1981, pp. 857–864.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 1January 1987
Pages: 78 - 80

History

Published online: Jan 1, 1987
Published in print: Jan 1987

Permissions

Request permissions for this article.

Authors

Affiliations

R. C. Gupta, M. ASCE
Geotechnical Engr., GKN Hayward Baker Inc., 1875 Mayfield Rd., Odenton, MD 21113

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