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Published in: Rock Mechanics and Rock Engineering 5/2016

24-10-2015 | Original Paper

Stress Wave Interaction Between Two Adjacent Blast Holes

Authors: Changping Yi, Daniel Johansson, Ulf Nyberg, Ali Beyglou

Published in: Rock Mechanics and Rock Engineering | Issue 5/2016

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Abstract

Rock fragmentation by blasting is determined by the level and state of stress in the rock mass subjected to blasting. With the application of electronic detonators, some researchers stated that it is possible to achieve improved fragmentation through stress wave superposition with very short delay times. This hypothesis was studied through theoretical analysis in the paper. First, the stress in rock mass induced by a single-hole shot was analyzed with the assumptions of infinite velocity of detonation and infinite charge length. Based on the stress analysis of a single-hole shot, the stress history and tensile stress distribution between two adjacent holes were presented for cases of simultaneous initiation and 1 ms delayed initiation via stress superposition. The results indicated that the stress wave interaction is local around the collision point. Then, the tensile stress distribution at the extended line of two adjacent blast holes was analyzed for a case of 2 ms delay. The analytical results showed that the tensile stress on the extended line increases due to the stress wave superposition under the assumption that the influence of neighboring blast hole on the stress wave propagation can be neglected. However, the numerical results indicated that this assumption is unreasonable and yields contrary results. The feasibility of improving fragmentation via stress wave interaction with precise initiation was also discussed. The analysis in this paper does not support that the interaction of stress waves improves the fragmentation.

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Metadata
Title
Stress Wave Interaction Between Two Adjacent Blast Holes
Authors
Changping Yi
Daniel Johansson
Ulf Nyberg
Ali Beyglou
Publication date
24-10-2015
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 5/2016
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-015-0876-x

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