Strain-Based Vibration Criteria for Blasting in New York City

International Society of Explosives Engineers
Catherine T. Aimone-Martin Meyers Joseph A.
Organization:
International Society of Explosives Engineers
Pages:
8
File Size:
1388 KB
Publication Date:
Jan 1, 2019

Abstract

A new strain-based criteria is being adopted for rock blasting in New York City (NYC). This criteria is based on several years of research involving vibration measurements of tall structures during blasting within several feet from buildings designated historic and Landmarked. This research has demonstrated that tall, heavy structures show little upper-structure vibratory response during hard-rock, urban blasting carried out in NYC. The Fire Department of New York City (FDNY) permits rock blasting and regulated limits for ground vibrations using the U.S. Bureau of Mines (USBM) safe blasting criteria. However, these regulations are often superseded by a 0.5 in/s (12.7 mm/s) limit imposed by the New York City Department of Buildings for historic and Landmarked buildings that are adjacent to the majority of blasting projects in the City. This onerous limit is often exceeded resulting in frequent stop work orders that increase the cost and time of rock excavation projects. The
Citation

APA: Catherine T. Aimone-Martin Meyers Joseph A.  (2019)  Strain-Based Vibration Criteria for Blasting in New York City

MLA: Catherine T. Aimone-Martin Meyers Joseph A. Strain-Based Vibration Criteria for Blasting in New York City . International Society of Explosives Engineers, 2019.

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