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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, cons' <br />The magnitude of strain wave energy and induced particle motion decreases as distance <br />from the charge increases. Rock damage is a result of the induced strain, which is generally <br />proportional to the particle velocity. <br />C~- <br />Stress/Strain Limited Blasthole <br />Wave Front Crushing - in hard rock <br />Radial Cracks from Tangential Stress <br />lure 2.4--Process of Radial Fracturingaround Explosive Charges <br />Near field damage can be estimated by applying the findings from several carefully <br />controlled blast-induced rock damage studies. Researchers have used many different <br />measuring techniques to predict the rock damage zone-Cracking Radius (CR) is based on <br />the radius (R,) of longitudinal explosive charges. These studies have used core logs, <br />borehole periscopes, permeability tests and various other measures to determine the extent <br />of blast damage. <br />
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