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Added: November 13, 20252025-11-13T07:56:03-05:00 2025-11-13T07:56:03-05:00In: Mining Engineering

How does rock mass quality influence drill pattern selection in underground stopes?

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In underground mining, the efficient and safe excavation of an orebody from a stope is a complex balance of engineering and geology. At the heart of this operation lies blast design, and the single most influential factor governing this design is the rock mass quality. The selection of an appropriate drill pattern, which dictates the placement, spacing, and loading of explosives, is entirely dependent on the geological character of the rock. A pattern designed for hard, competent rock will fail disastrously in a soft, fractured mass, leading to instability, dilution, and poor recovery.

Rock mass quality is a composite measure, not just the strength of the intact rock. It is typically quantified using systems like the Rock Mass Rating (RMR) or the Q-System. These indices assess several key parameters: the intact rock strength, the density of joints (or Rock Quality Designation – RQD), the condition of these joints (their roughness, infill, and alteration), groundwater conditions, and the orientation of geological structures relative to the excavation. This classification effectively grades the rock mass on a spectrum from “Very Good” (massive, strong, few joints) to “Very Poor” ( intensely fractured, weak, blocky, or “sugary”).

Drilling in competent (good quality) rock

When the rock mass is of good quality (high RMR or Q-value), it behaves as a more or less continuous, elastic solid. It is strong, transmits blast energy well, and is difficult to fracture.

  • Challenge: the primary challenge here is achieving adequate fragmentation. The blast energy must be sufficient to create new fractures and break the solid rock into manageable sizes for mucking and crushing.
  • Drill pattern response: to overcome the rock’s high tensile strength, a high-energy input is required. This translates to a tighter drill pattern, meaning a reduced burden (distance from a hole to the free face) and spacing (distance between holes). This increases the number of holes per volume of rock and, subsequently, the powder factor (kg of explosives per tonne of rock). The blast is designed for “breaking” rather than “heaving.” Because the surrounding rock is stable, there is less concern for overbreak, allowing for more aggressive blasting.
Drilling in incompetent (poor quality) rock

Conversely, in poor quality rock (low RMR or Q-value), the mass is already broken by a high density of natural joints, fractures, and shears. It has low cohesive strength and is highly unstable.

  • Challenge: the primary challenge is stability and control. The blast’s goal is not to create new fractures but to gently “heave” the rock mass, allowing it to fail along its pre-existing weaknesses. Excessive energy will not only pulverize the ore (creating excessive fines) but, more critically, it will propagate damaging vibrations far into the stope walls (the hanging wall and footwall), causing overbreak. This results in dilution (waste rock mixing with the ore) and creates a highly unstable, unsafe working environment.
  • Drill pattern response: the design shifts from power to precision. The pattern is expanded, utilizing a wider burden and spacing. This reduces the overall powder factor, as the blast’s energy is used to mobilize the blocks, not shatter them. Furthermore, perimeter control becomes essential. This involves drilling specific “trim” or “buffer” holes along the final stope boundaries. These holes are loaded with lighter, often “decoupled” explosive charges (e.g., a smaller diameter charge in a larger hole). This gentle, shearing blast creates a “crack” along the desired excavation line without damaging the rock beyond it.

In conclusion, the relationship is inverse: as rock quality decreases, the drill pattern must become wider and more controlled to prevent dilution and instability. As rock quality increases, the pattern must become tighter and more energetic to ensure fragmentation. Misjudging the rock mass and applying the wrong pattern is one of the costliest errors in mining, directly impacting safety, productivity, and profitability.

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1 Comment

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  1. Zawadi
    Zawadi
    2025-11-27T11:27:01-05:00Added an Comment on November 27, 2025 at 11:27 am

    Morning chef . It’s well illustrated, bravo. What if the RMR or Q-Barton is medium, that is not present more complications?

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