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
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Volume 24, Issue 1
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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.
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© 2018 American Society of Civil Engineers.
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
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