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- W2393754192 abstract "The scheme of the residual pillars recovery in the mentioned mine is investigated and the stability is analyzed by the combination of engineering geological conditions detection, stress spot monitoring, ultrasonic velocity testing and 3D-FEM numerical analysis, and the favor joint sets, dominant supporting pillars and critical failure ultrasonic velocity of pillars in recovery areas are determined The smaller the pillar, the less the stability The mining of the crown or sill pillar is more stable than barrier pillar And the stability of the wall rock for the sill pillar recovery by mining the end sections and remaining the central section is the best among the schemes The height of artificial crown pillars should be increased for the more 500m underground sill pillars recovery The safety measures should be adopted for dominant supporting pillars recovery" @default.
- W2393754192 created "2016-06-24" @default.
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- W2393754192 date "2003-01-01" @default.
- W2393754192 modified "2023-09-25" @default.
- W2393754192 title "Stability of Residual Pillars Recovery in A Gold Mine" @default.
- W2393754192 hasPublicationYear "2003" @default.
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