Discussions and Closures
Nov 9, 2018

Closure to “Allowable Distance from Impact Pile Driving to Prevent Structural Damage Considering Limits in Different Standards” by Amir Hamidi, Abtin Farshi Homayoun Rooz, and Majid Pourjenabi

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Practice Periodical on Structural Design and Construction
Volume 24, Issue 1
First page of PDF

Get full access to this article

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

References

CEN (European Committee for Standardization). 1993. Design of steel structures: Part 5: Piling. Eurocode 3. Brussels, Belgium: CEN.
Esparza, E. D., D. S. Westine, and A. B. Wenzel. 1981. Pipeline response to buried explosive detonations. Rep. No. LS1406. Washington, DC: American Gas Association.
Farshi Homayoun Rooz, A., and A. Hamidi. 2017. “Numerical analysis of factors affecting ground vibrations due to continuous impact pile driving.” Int. J. Geomech. 17 (12): 04017107. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001016.
Linehan, P. W., A. Longinow, and C. H. Dowding. 1992. “Pipeline response to pile driving and adjacent excavation.” J. Geotech. Eng. 118 (2): 300–316. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:2(300).
Lukas, R. G. 1995. Geotechnical engineering circular No. 1: Dynamic compaction. FHWA-SA-95-037. Washington, DC: Federal Highway Administration.
Rezaei, M., A. Hamidi, and A. Farshi Homayoun Rooz. 2016. “Investigation of peak particle velocity variations during impact pile driving process.” Civ. Eng. Infrastruct. J. 49 (1): 49–69.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 24Issue 1February 2019

History

Received: May 23, 2018
Accepted: Jun 22, 2018
Published online: Nov 9, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 9, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Amir Hamidi, A.M.ASCE [email protected]
Professor, School of Engineering, Kharazmi Univ., Tehran 15719-14911, Iran (corresponding author). Email: [email protected]
Abtin Farshi Homayoun Rooz, M.ASCE [email protected]
Senior Geotechnical Engineer, School of Engineering, Kharazmi Univ., Tehran 15719-14911, Iran. Email: [email protected]
Majid Pourjenabi, S.M.ASCE [email protected]
Graduate Student, School of Engineering, Kharazmi Univ., Tehran 15719-14911, Iran. 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.

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 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