Closure to “CPT-Based Axial Capacity Design Method for Driven Piles in Clay”
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Barry M. Lehane https://orcid.org/0000-0003-0244-7423 [email protected], Zhongqiang Liu https://orcid.org/0000-0002-1693-5746 [email protected], Eduardo J. Bittar [email protected], Farrokh Nadim [email protected], Suzanne Lacasse [email protected], Nezam Bozorgzadeh [email protected], Richard Jardine https://orcid.org/0000-0001-7147-5909 [email protected], … Show All … , Jean-Christophe Ballard [email protected], Pasquale Carotenuto [email protected], Kenneth Gavin [email protected], Robert B. Gilbert, F.ASCE [email protected], Jens Bergan-Haavik [email protected], Philippe Jeanjean, F.ASCE [email protected], and Neil Morgan [email protected] Show FewerAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 10
Get full access to this article
View all available purchase options and get full access to this article.
References
Bittar, E., B. M. Lehane, Z. Liu, F. Nadim, and S. Lacasse. 2022. “Application of the unified CPT method for driven piles to layered soils.” Geotech. Lett. 12 (4): 251–257. https://doi.org/10.1680/jgele.22.00058.
Lehane, B. M., Y. Li, and R. Williams. 2013. “Shaft capacity of displacement piles in clay using the cone penetration test.” J. Geotech. Geoenviron. Eng. 139 (2): 253–266. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000749.
Lehane, B. M., J. K. Lim, P. Carotenuto, F. Nadim, S. Lacasse, R. J. Jardine, and B. F. J. van Dijk. 2017. “Characteristics of unified databases for driven piles.” In Vol. 1 of Proc., 8th Int. Conf. Offshore Investigation and Geotechnics: Smarter Solutions for Offshore Developments, Society for Underwater Technology, 162–194. London: Society for Underwater Technology.
Moore, W. W. 1947. “Experiences with predetermining pile lengths.” Proc. Am. Soc. Civ. Eng. 73 (9): 1341–1358.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149 • Issue 10 • October 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Mar 26, 2023
Accepted: Apr 6, 2023
Published online: Jul 26, 2023
Published in print: Oct 1, 2023
Discussion open until: Dec 26, 2023
Permissions
Request permissions for this article.
Authors
Affiliations
Professor, School of Engineering, Univ. of Western Australia, Perth, WA 6009, Australia (corresponding author). ORCID: https://orcid.org/0000-0003-0244-7423. Email: [email protected]
Senior Engineer, Offshore Geotechnics Dept., Norwegian Geotechnical Institute, P.O. Box. 3930 Ullevål Stadion, Oslo N-0806, Norway. ORCID: https://orcid.org/0000-0002-1693-5746. Email: [email protected]
Ph.D. Student, School of Engineering, Univ. of Western Australia, Perth, WA 6009, Australia. Email: [email protected]
Technical Director, Offshore Geotechnics Dept., Norwegian Geotechnical Institute, P.O. Box. 3930 Ullevål Stadion, Oslo N-0806, Norway. Email: [email protected]
Expert Advisor, Offshore Geotechnics Dept., Norwegian Geotechnical Institute, P.O. Box. 3930 Ullevål Stadion, Oslo N-0806, Norway. Email: [email protected]
Academic Visitor, Offshore Geotechnics Dept., Norwegian Geotechnical Institute, P.O. Box. 3930 Ullevål Stadion, Oslo N-0806, Norway. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2BU, UK. ORCID: https://orcid.org/0000-0001-7147-5909. Email: [email protected]
Principal Engineer, Fugro Belgium, Rue du Bosquet 9, Louvain-la-Neuve 1348, Belgium. Email: [email protected]
Senior Engineer, Offshore Geotechnics Dept., Norwegian Geotechnical Institute, P.O. Box. 3930 Ullevål Stadion, Oslo N-0806, Norway. Email: [email protected]
Professor, Faculty of Civil Engineering and Geosciences Building, Delft Univ. of Technology, 23 Stevinweg 1, P.O. Box 5048, Delft 2628, Netherlands. Email: [email protected]
Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712. Email: [email protected]
Principal Engineer, DNV AS, Veritasveien 1, Høvik 1363, Norway. Email: [email protected]
Senior Advisor, BP America, 501 Westlake Park Boulevard, Houston, TX 77079. Email: [email protected]
Principal Engineer, Lloyd’s Register EMEA, Kingswells Causeway, Aberdeen AB15 8PJ, UK. 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 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.