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A platform for research: civil engineering, architecture and urbanism
AN EXPERIMENTAL STUDY OF THE REPEATED BLASTING EFFECT ON SURROUNDING ROCK WEAKNESS INCORPORATING ULTRASONIC WAVE VELOCITY MEASUREMENT
Repeated blasting leads to progressive and cumulative effects on blast-induced damage zones in which the extension zone and the intensity of weakness are dynamic. This paper presents the results of an experimental study intended to examine cumulative weakness intensity due to repeated blasting to simulate a bench blasting situation in open pit mining. For this purpose, four concrete blocks were made which were subjected to two different blasting patterns. A grid was designed to measure ultrasonic wave velocity in the blocks. The blocks were blasted by a detonating cord and their weakness intensity index was defined by calculating the difference between wave velocity before and after blasting rounds. The results show that weakness intensity due to the second blasting round was increased when compared to the results of the first blasting round. In addition, dispersion of weakness produced by the second blasting round was more uniform. Moreover, explosive energy distribution in terms of the initiation and propagation of fractures caused by the second blasting round affected the performance of the second blasting round energy. This study increased the current understanding of the repeated blasting cumulative effect on a surrounding rock mass in terms of weakness which affects the mechanical properties of a rock mass.
AN EXPERIMENTAL STUDY OF THE REPEATED BLASTING EFFECT ON SURROUNDING ROCK WEAKNESS INCORPORATING ULTRASONIC WAVE VELOCITY MEASUREMENT
Repeated blasting leads to progressive and cumulative effects on blast-induced damage zones in which the extension zone and the intensity of weakness are dynamic. This paper presents the results of an experimental study intended to examine cumulative weakness intensity due to repeated blasting to simulate a bench blasting situation in open pit mining. For this purpose, four concrete blocks were made which were subjected to two different blasting patterns. A grid was designed to measure ultrasonic wave velocity in the blocks. The blocks were blasted by a detonating cord and their weakness intensity index was defined by calculating the difference between wave velocity before and after blasting rounds. The results show that weakness intensity due to the second blasting round was increased when compared to the results of the first blasting round. In addition, dispersion of weakness produced by the second blasting round was more uniform. Moreover, explosive energy distribution in terms of the initiation and propagation of fractures caused by the second blasting round affected the performance of the second blasting round energy. This study increased the current understanding of the repeated blasting cumulative effect on a surrounding rock mass in terms of weakness which affects the mechanical properties of a rock mass.
AN EXPERIMENTAL STUDY OF THE REPEATED BLASTING EFFECT ON SURROUNDING ROCK WEAKNESS INCORPORATING ULTRASONIC WAVE VELOCITY MEASUREMENT
Hossein Aliakbari Baydokhti (author) / Mohammad Ataei (author)
2019
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
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