Discussions and Closures
Jul 26, 2022

Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 10

Get full access to this article

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

Data Availability Statement

Some or all data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.

References

Brosse, A. M. 2012. “Study of the anisotropy of three British mudrocks using a hollow cylinder apparatus.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Imperial College London.
Brosse, A. M., R. Hosseini Kamal, R. J. Jardine, and M. R. Coop. 2017a. “The shear stiffness characteristics of four Eocene-to-Jurassic UK stiff clays.” Géotechnique 67 (3): 242–259. https://doi.org/10.1680/jgeot.15.P.236.
Brosse, A. M., R. J. Jardine, and S. Nishimura. 2017b. “The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays.” Géotechnique 67 (8): 653–671. https://doi.org/10.1680/jgeot.15.P.227.
Gräbe, P. J., and C. R. I. Clayton. 2009. “Effects of principal stress rotation on permanent deformation in rail track foundations.” J. Geotech. Geoenviron. Eng. 135 (4): 555–565. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:4(555).
Guo, L., Y. Q. Cai, R. J. Jardine, Z. X. Yang, and J. Wang. 2018. “Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions.” Can. Geotech. J. 55 (1): 90–106. https://doi.org/10.1139/cgj-2016-0636.
Hosseini Kamal, R., M. R. Coop, R. J. Jardine, and A. Brosse. 2014. “The post-yield behaviour of four Eocene-to-Jurassic UK stiff clays.” Géotechnique 64 (8): 620–634. https://doi.org/10.1680/geot.13.P.043.
Jardine, R. J. 1992. “Observations on the kinematic nature of soil stiffness at small strains.” Soils Found. 32 (2): 111–124. https://doi.org/10.3208/sandf1972.32.2_111.
Lupini, J. F., A. E. Skinner, and P. R. Vaughan. 1981. “The drained residual strength of cohesive soils.” Géotechnique 31 (2): 181–213. https://doi.org/10.1680/geot.1981.31.2.181.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 10October 2022

History

Received: May 21, 2022
Accepted: May 25, 2022
Published online: Jul 26, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 26, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Research Fellow, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China. Email: [email protected]
Formerly, Postgraduate Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Professor, Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: https://orcid.org/0000-0003-4632-1355. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK. ORCID: https://orcid.org/0000-0001-7147-5909. Email: [email protected]
Y. Q. Cai, M.ASCE [email protected]
Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China. 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