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Behavior of dynamic principal stresses induced within rock by explosion under confined condition was analyzed in case of blasting with one free face by applying values of measured radial displacement, particle velocity and so on, to equations derived from theory of elasticity; at same time, dynamic stresses on free face were also calculated from strain measured by wire strain gages affixed on free face.
Behavior of dynamic principal stresses induced within rock by explosion under confined condition was analyzed in case of blasting with one free face by applying values of measured radial displacement, particle velocity and so on, to equations derived from theory of elasticity; at same time, dynamic stresses on free face were also calculated from strain measured by wire strain gages affixed on free face.
Dynamic stresses induced within rock in case of blasting with one free face
Pennsylvania State Univ -- Symposium Rock Mechanics -- Proc
Proceedings of 7th Symposium on Rock Mechanics -- Pennsylvania State University ; 1965
1965
31 pages
Conference paper
English
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