Bank Volume (BCM) with Geological Overbreak
Excavated Bank Volume (BCM) = Alignment Length (m) × Theoretical Cross-Section Area (m²) × (1 + Overbreak %)A 500 m NATM tunnel with a 60 m² face and 8% rock overbreak yields 500 × 60 × 1.08 = 32,400 BCM.
Estimate circular tunnel excavation and lining volumes from geometry, length and an overbreak allowance.
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In heavy civil earthworks, deep basement excavations, and underground tunneling, drawings specify Bank Cubic Meters (BCM)-the in-situ volume of intact soil or rock. Dump trucks, spoil conveyors, and muck disposal sites must be priced using Loose Cubic Meters (LCM) after excavation expands, plus geological overbreak beyond the theoretical excavation pay line.
Excavated Bank Volume (BCM) = Alignment Length (m) × Theoretical Cross-Section Area (m²) × (1 + Overbreak %)A 500 m NATM tunnel with a 60 m² face and 8% rock overbreak yields 500 × 60 × 1.08 = 32,400 BCM.
Loose Volume (LCM) = BCM × Bulking (Swell) Factor | Truck Loads = ⌈ LCM / Truck Bed Capacity (m³) ⌉Intact rock typically swells by 1.50 to 1.65 when blasted; 32,400 BCM × 1.55 swell = 50,220 LCM.
Shotcrete Volume (m³) = Tunnel Perimeter Arc (m) × Length (m) × Thickness (m) × (1 + Rebound + Overbreak Fill %)Accounts for 10%–15% wet-mix shotcrete rebound and rock cavity backfill.
Multiply the in-situ Bank Cubic Meters (BCM) by the material's swell factor: LCM = BCM × Swell Factor. Common factors are 1.12–1.20 for sand and gravel, 1.25–1.35 for clay and earth, and 1.50–1.65 for blasted hard rock.
Tunnel overbreak is the volume excavated outside the theoretical design profile due to jointing, drill-and-blast tolerances, or ravelling. It increases both muck haulage volume and concrete or shotcrete required to backfill the void.
Divide the Loose Cubic Meters (LCM)-never the Bank Cubic Meters (BCM)-by the effective struck capacity of the haul truck and round up to the next whole integer.