Discussions and Closures
Apr 29, 2022

Closure to “Centrifuge Tests on Rock-Socketed Piles: Effect of Socket Roughness on Shaft Resistance” by J. G. Gutierrez-Ch, G. Song, C. M. Heron, A. Marshall, and R. Jimenez

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 7
First page of PDF

Get full access to this article

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

References

Hoek, E., and E. T. Brown. 1980. Underground excavations in rock. London: Institution of Mining & Metallurgy.
Hoek, E., and E. T. Brown. 1997. “Practical estimates of rock mass strength.” Int. J. Rock Mech. Min. 34 (8): 1165–1186. https://doi.org/10.1016/S1365-1609(97)80069-X.
Indraratna, B. 1990. “Development and applications of a synthetic material to simulate soft sedimentary rocks.” Géotechnique 40 (2): 189–200. https://doi.org/10.1680/geot.1990.40.2.189.
Johnston, I. W. 1991. “Development and applications of a synthetic material to simulate soft sedimentary rocks.” Géotechnique 41 (1): 165–167. https://doi.org/10.1680/geot.1991.41.1.165.
Johnston, I. W. 2020. “Revisiting methods for the design of rock socketed piles.” J. Geotech. Geoenviron. Eng. 146 (12): 04020144. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002414.
Johnston, I. W. 2021. “Evaluation of design methods for side resistance only rock socketed piles.” Can. Geotech. J. 99 (999): 1–3. https://doi.org/10.1139/cgj-2021-0249.
Johnston, I. W., and S. K. Choi. 1986. “A synthetic soft rock for laboratory model studies.” Géotechnique 36 (2): 251–263. https://doi.org/10.1680/geot.1986.36.2.251.
Seidel, J. P., and B. Collingwood. 2001. “A new socket roughness factor for prediction of rock socket shaft resistance.” Can. Geotech. J. 38 (1): 138–153. https://doi.org/10.1139/t00-083.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 7July 2022

History

Received: Mar 16, 2022
Accepted: Mar 29, 2022
Published online: Apr 29, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 29, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Prof. Aranguren 3, Madrid 28040, Spain. ORCID: https://orcid.org/0000-0002-9107-6822. Email: [email protected]
Research Assistant, Dept. of Engineering Science, Univ. of Oxford, Parks Road, Oxford OX1 3PJ, UK. Email: [email protected]
C. M. Heron [email protected]
Associate Professor, Nottingham Centre for Geomechanics, Univ. of Nottingham, University Park, Nottinghamshire NG7 2RD, UK. Email: [email protected]
A. Marshall [email protected]
Full Professor, Nottingham Centre for Geomechanics, Univ. of Nottingham, University Park, Nottinghamshire NG7 2RD, UK. Email: [email protected]
Full Professor, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Prof. Aranguren 3, Madrid 28040, Spain (corresponding author). ORCID: https://orcid.org/0000-0002-7720-2757. 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