Insights from USBM RI-8507 Vibration Study
The United States Bureau of Mines performed extensive vibration analysis and compiled the findings in the Report of Investigation 8507 (RI-8507): Structure Response and Damage Produced by Ground Vibration From Surface Mine Blasting in 1989. This report studied 76 structures that experienced 219 production blasts and also reviewed data from previous studies. The resulting report established widely accepted thresholds that highlight the significance of frequency and amplitude in relation to potential vibration damage.
USBM RI 8507: Vibration Thresholds for Wood-Framed Residential Buildings and Similar Structures
The vibration thresholds in USBM RI 8507 are mainly designed for wood-framed residential buildings with one or two stories. It includes recommendations for similar structures with plaster or gypsum board finishes. The thresholds depend on the frequency of the vibrations, which were determined through extensive observations and measurements. Figure 1 shows these thresholds.
Figure 1. USBM RI-8507 and OSMRE vibration threshold recommendations
These guidelines aim to minimize harm to the surface finishes of one and two-story wooden residential buildings, which are typically the most sensitive parts. The study focused solely on these types of structures, excluding historic or fragile ones, as well as those that are bigger or sturdier. Furthermore, the recommendations do not encompass vibrations that last longer than a few seconds.
The vibration thresholds provided are based on recorded vibrations in the undisturbed ground near the building's foundation. For more information on where to place monitoring devices, refer to the ISEE Field Practice Guidelines for Blasting Seismographs.