Abstract:During ore pillar excavation, the impact load of deep hole blasting does not act directly in the cemented paste backfill (CPB), which first acts within the ore pillar and then transfers the blast energy to the CPB and the adjacent ore. Therefore, it is a key issue to investigate the stability of the rock-backfill composite under dynamic loading. The paper prepared rock-backfill-rock (RBR) composite samples and conducted the Split Hopkinson Pressure Bar (SHPB) dynamic test with different impact amplitude. The d… Show more
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