A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions

Mo, P, Gao, X, Yang, W et al. (1 more author) (2020) A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 44 (7). pp. 1053-1076. ISSN 0363-9061

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Authors/Creators:
Copyright, Publisher and Additional Information: © 2020 John Wiley & Sons, Ltd.. This is the peer reviewed version of the following article: Mo, P‐Q, Gao, X‐W, Yang, W, Yu, H‐S. A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions. Int J Numer Anal Methods Geomech. 2020; 44: 1053– 1076. https://doi.org/10.1002/nag.3050 , which has been published in final form at https://doi.org/10.1002/nag.3050. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: CPTu; cavity expansion method; excess pore pressure; partially drained condition
Dates:
  • Published: May 2020
  • Accepted: 20 January 2020
  • Published (online): 6 February 2020
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 13 Mar 2020 10:47
Last Modified: 08 Apr 2020 14:36
Status: Published
Publisher: Wiley
Identification Number: https://doi.org/10.1002/nag.3050

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