A platform for research: civil engineering, architecture and urbanism
Avoiding damage to residences from blasting vibrations
Particle velocity of ground near residence is presented as most suitable criterion for associating ground vibration with building damage; 2-ips particle velocity is recommended as safe vibration level; scaled distance, which is defined as distance from blast to point in question in feed divided by square root of maximum charge per delay in pounds, can be used as guide for determining amount of explosives allowable per delay.
Avoiding damage to residences from blasting vibrations
Particle velocity of ground near residence is presented as most suitable criterion for associating ground vibration with building damage; 2-ips particle velocity is recommended as safe vibration level; scaled distance, which is defined as distance from blast to point in question in feed divided by square root of maximum charge per delay in pounds, can be used as guide for determining amount of explosives allowable per delay.
Avoiding damage to residences from blasting vibrations
Nat Research Council -- Highway Research Board -- Research Rec
Devine, J.F. (author)
1966
8 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Blasting vibrations and building damage
Engineering Index Backfile | 1963
|Vibrations from underground blasting
TIBKAT | 1974
|Vibrations from construction blasting
Engineering Index Backfile | 1960
|Vibrations from Underground Blasting
NTIS | 1974
|Uncertainty in Measurements of Vibrations From Blasting
British Library Online Contents | 2012
|