Rock-to-Sensor Transmissibility of Vibrations?Part 2

International Society of Explosives Engineers
J. A. Sanchidrian R Castedo L. M. Lopez
Organization:
International Society of Explosives Engineers
Pages:
12
File Size:
1581 KB
Publication Date:
Jan 1, 2015

Abstract

In 2014 the authors presented results from 13 tests made with two blasting seismographs on a vibration exciter. They measured coupling transmissibility as function of frequency (i.e. ratio of the velocity of the sensor mount to the velocity of the ground motion) from 16 to 200 Hz at one or two vibrations levels (5 mm/s or 0.2 in/s, and 20 mm/s or 0.79 in/s) with mounts freely placed, sandbagged, and anchored to a granite slab firmly attached to the plate of a vibration exciter. As the memory capacity of one of the seismographs prevented to cover low frequencies, e.g. 4-16 Hz, a new measuring campaign has been recently made to extend the study down to 2 Hz. In this campaign, two more techniques, in which the sensor mounts were fixed with thermal adhesive or a combination of duct tape and gypsum plaster, have been also investigated from 2 to 200 Hz at 5 and 20 mm/s. Free and sandbagged mounts lead to a weak coupling of the mounts to rock, so that transmissibility depends on the characteristics of the imposed rock motion (peak velocity and frequency). Measurements are accurate only at low frequencies (below 17 Hz for free mounts and 10 Hz for sandbagged) in the tested conditions (velocities up to 20 mm/s). Above these frequencies, ground motion in the measurement can be modified by a factor of 0.16 to 1.22. Anchored, glued and plastered mounts achieve a stiff rock-to-ground coupling, ensuring consistent measurements for the frequencies commonly found in blasting independently of the vibration level and the mount characteristics
Citation

APA: J. A. Sanchidrian R Castedo L. M. Lopez  (2015)  Rock-to-Sensor Transmissibility of Vibrations?Part 2

MLA: J. A. Sanchidrian R Castedo L. M. Lopez Rock-to-Sensor Transmissibility of Vibrations?Part 2. International Society of Explosives Engineers, 2015.

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