Research Article

Research on Deformation Mechanism of Retracement Channel during Fully Mechanized Caving Mining in Superhigh Seam

Table 2

Supporting scheme.

BoltAnchor cableSpacing between boltsSpacing between anchor cablesBolt materialAnchor cable material

Scheme 1Positive working slope: Φ20 × 2400Φ17.8 × 8000Positive working slope: 1000 × 10001750 × 3000Equal strength thread steelSteel strand
Side working slope: Φ20 × 2400Side working slope: 1000 × 900Equal strength thread steel
Roof: Φ20 × 2400Roof: 1000 × 1000Equal strength thread steel

Scheme 2Positive working slope: Φ20 × 2400Φ17.8×8000Positive working slope: 900 × 9001750 × 2700Equal strength thread steelSteel strand
Side working slope: Φ20 × 2400Side working slope: 900×900Equal strength thread steel
Roof: Φ22 × 2500Roof: 1000 × 900Equal strength thread steel

Scheme 3Positive working slope: Φ20 × 2400Φ17.8×8000Positive working slope: 800 × 9001750 × 2700Equal strength thread steelSteel strand
Side working slope: Φ20 × 2400Side working slope: 800 × 900Equal strength thread steel
Roof: Φ22 × 2500Roof: 1000 × 900Equal strength thread steel