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Difference between revisions of "Controlled Blasting"

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Various techniques used to limit the amount of [[Backbreak|backbreak]] developed during the blasting phase of the excavation cycle by reducing the level of ground shock vibrations, and by terminating cracks due to expanding explosive gases by defining a perimeter limit such as a preshear line. [[Cushion Blasting|Cushion blasting]], [[Buffer Blasting|buffer blasting]], preshear and postshear are some of the methods used, in addition to the old standby methods of reducing charge weight/delay and blast timing to reduce destructive vibrations from opening shear zones and faults, as well as bedding planes, etc.
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Various techniques used to limit the amount of [[Backbreak|backbreak]] developed during the blasting phase of the excavation cycle by reducing the level of ground shock vibrations, and by terminating cracks due to expanding explosive gases by defining a perimeter limit such as a preshear line. [[Cushion Blasting|Cushion blasting]], [[Buffer Blasting|buffer blasting]], preshear and postshear are some of the methods used, in addition to the old standby methods of reducing charge weight/delay and blast timing to reduce destructive vibrations from opening shear zones and [[faults]], as well as bedding planes, etc.
  
 
[[Category: Definitions]]
 
[[Category: Definitions]]

Revision as of 12:29, 10 July 2017

Various techniques used to limit the amount of backbreak developed during the blasting phase of the excavation cycle by reducing the level of ground shock vibrations, and by terminating cracks due to expanding explosive gases by defining a perimeter limit such as a preshear line. Cushion blasting, buffer blasting, preshear and postshear are some of the methods used, in addition to the old standby methods of reducing charge weight/delay and blast timing to reduce destructive vibrations from opening shear zones and faults, as well as bedding planes, etc.