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Under blasting excavation, blast-induced vibration propagates in rock mass and induces damage to surrounding rock.
Disturbances from excavation particularly under blasting excavation conditions have an important influence on the intensity and the scale of rock bursts.
The design approach for a rock-anchored beam (RAB) in an underground powerhouse is briefly introduced, and the dynamic response characteristics of an RAB under blasting vibration are presented.
An optically geometrical superposition of light deflections from the running crack and blasting waves is proposed, considering concave and convex lens effects of waviness of initially flat plane under blasting waves.
It is found that the key to ensure the safety of RAB under blasting vibration is to prevent the split of the bonding interface between the RAB and a vertical rock wall, and to control the horizontal peak particle velocity (PPV).
It is a new approach to predict destructive effect on housing under blasting vibration using SVM and RF, which can be applied to practical engineering.
Similar(50)
A simple analytical model is also proposed for the sacrificial cladding structures.Under blast loading, layered sacrificial claddings are very effective in energy absorption and they have a predictable behaviour.
These materials can be used to effectively absorb blast wave energies and impact impulses and protect human lives and properties under extreme blasting events.
The first one is the analysis for the safety of blast-resist-doors under blast load.
The response of a novel lightweight panel design under blast loading is numerically investigated.
This paper studies the dynamic response of vertical wall structures under blast loading.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com