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INSPEC02995
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INSPEC02995
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Last modified
8/24/2016 8:57:57 PM
Creation date
11/18/2007 8:08:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977322
IBM Index Class Name
Inspection
Doc Date
7/22/2002
Doc Name
Blasting Plans
From
LJ Development Inc.
To
DMG
Media Type
D
Archive
No
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Review of Blasting Operations of Summit Brick <br />ANALYSES of BLASTING IMPACTS, cont' <br />by the square root of the maximum charge weight per delay. The log-log linear relationship <br />between scaled distance and predicted peak particle velocity (ppv) is shown in equation 2.1 on <br />page l0 of this report. <br />These ground vibrations are elastic waves, meaning that the ground particles move as the wave <br />passes and quickly come to rest exactly as they were before the waves arrived. The average person <br />is quite sensitive to ground motion, and can feel vibration at levels several orders of magnitude <br />lower than motion at damage threshold Levels. The human body can detect ground particle <br />motion occurring at velocities as low as 0.50 mm/s (0.02 in/s). <br />Waveform -Seismic Signal <br />Velocity of Particle Motion measured with <br />respect to time <br />Peak <br />MPLI E <br />BASE <br />1 ~ LINE <br />~ I <br />i <br />~- CYCLE <br />DURATION <br />TIME <br />Figure 2.2-Particle Vibration Time History <br />Vibrating ground motion can be characterized by measuring particle displacement, velocity, <br />acceleration, and vibration frequency. <br />
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