Closure to “Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils” by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Steven R. Saye, M.ASCE [email protected], Alan J. Lutenegger, M.ASCE [email protected], Dan A. Brown, M.ASCE [email protected], and Bryan P. Kumm, M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 6
Get full access to this article
View all available purchase options and get full access to this article.
References
Bjerrum, L. (1954). “Geotechnical properties of Norwegian marine clays.” Geotechnique, 4(2), 49–69.
Bjerrum, L. (1973). “Problems of soil mechanics on soft ground.” Proc., 8th Int. Conf. on Soil Mechanics and Foundation Engineering, Moscow, 111–159.
Ladd, C. C., and DeGroot, D. J. (2003). “Recommended practice for soft ground site characterization: Arthur Casagrande lecture.” 12th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, Massachusetts Institute of Technology, Cambridge, MA.
Mayne, P. W., and Mitchell, J. K. (1988). “Profiling of overconsolidation ratio in clays by field vane.” Can. Geotech. J., 25(1), 150–157.
Mesri, G. (1975). “Discussion on the new design procedure for stability of soft clays.” J. Geotech. Eng., 101(4), 409–412.
Information & Authors
Information
Published In
Copyright
©2017 American Society of Civil Engineers.
History
Received: Nov 28, 2016
Accepted: Dec 14, 2016
Published online: Mar 6, 2017
Published in print: Jun 1, 2017
Discussion open until: Aug 6, 2017
Permissions
Request permissions for this article.
Authors
Affiliations
Senior Geotechnical Engineer, Kiewit Infrastructure Engineers Co., Kiewit Plaza, Omaha, NE 68131 (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01003-5205. E-mail: [email protected]
President, Dan Brown and Associates LLC, P.O. Box 309, Jasper, TN 37347. E-mail: [email protected]
Geotechnical Engineer, HDR Engineering, Inc., 8404 Indian Hills Dr., Omaha, NE 68114. E-mail: [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.
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.