11. Mine design

3.11 Mine Design.jpg

Standard Practices Advanced Properties
11.1 Pillar Design

Pillar Design.png

  • Avoid diminishing pillars
  • Pillar stability assessed using standard rules of thumb and geometry ratios
  • Pillar stability assessed using numerical modelling results, database kept of pillar performance
  • Instrumentation use to monitor the stress/condition of the pillar over time
  • 11.2 Excavation Design


  • Avoid excessive spans and four-way intersections
  • Favourable development profile to limit stress concentrations
  • Avoid known seismic sources where possible
  • Horseshoe development profiles
  • Modify development orientatation to create more favourable stress conditions
  • 11.3 Extraction Rate


  • Extraction rate not modified for seismic management reasons
  • Extraction rates are limited to manage seismic response
  • Rate of production may be limited for the whole mine or limited for individual mining areas
  • Limits based on historic assessment comparing extraction rate with observed seismicity
  • 11.4 Extraction Sequence


    (Mercier-Langevin 2011)

  • Extraction sequence primarily specified based on mining constraints and production targets
  • Limited geotechnical review of longer term sequence
  • Extraction sequence heavily dependent on seismic management considerations
  • Sequence modified to limit induced stresses or to move high hazard zones away from work areas
  • Decisions based on engineering judgement and understanding supplemented with numerical modelling
  • 11.5 De-stress Slot


  • Not applicable
  • De-stress slots are used to tactically divert stresses away from important excavations and/or work areas
  • Design is based on engineering judgement sometimes supplemented with numerical modelling
  • 11.6 Mining Method

    Mining method.png

    (Hamrin 1980)

  • Mining method determined during the feasibility stage and generally not reviewed
  • Mining method modified after major incident and review
  • Different aspects of mine design may be considered to control seismic risk. Mine design may directly influence seismic risk, for example, by designing for favourable stress conditions or can also influence seismic risk indirectly by creating more flexibility for effective exposure control. Different aspect of a mine design may compete and result in trade-offs; for example, more flexibility in the mine plan may require more pillars which will result in more seismicity. The overall reduction in seismic risk should be the aim of mine design seismic control measures rather than local or short term gain.

    11.1 Pillar design

    11.1.1 Standard

    Where mining methods requires pillars to be left, such pillars are generally designed to prevent them from becoming a source of high seismic hazard. Pillars are often designed to fail to mitigate against possible pillar bursting. The avoidance of diminishing pillars is common practice. For economic reasons, low grade pillars are sometimes left unmined. Such pillars are likely to become a source of seismic risk and a decision to recover them is sometimes made to mitigate seismic risks, in spite of the economic burden.

    11.1.2 Advanced

    Pillars which do not perform as designed may become sources of seismic hazard. It may be important to establish early on whether a pillar is performing according to design to allow for any remedial action. In such a case, dedicated seismic and non-seismic monitoring of the pillar performance is necessary. Dedicated seismic monitoring includes the design of the seismic array with a greater sensitivity in the volume surrounding the pillar and regular evaluation and interpretation of the seismic and non-seismic instrumentation data.

    Dedicated monitoring programs to establish whether pillars are performing according to design is not generally performed.

    11.2 Excavation design

    11.2.1 Standard

    Excavation design is often influenced by consideration of seismic hazard. This includes, for example, changes in layout to avoid high hazard areas for important infrastructure. Avoidance of excessive spans is common practice; for example, the reduction of intersection spans by avoiding four-way intersections in favour of three-way intersections.

    11.2.2 Advanced

    Design changes in excavation shape to control seismic risk may result in significant improvement. Changing the profile of the development from square to a horseshoe shape may result in a more stable rock mass in the roof with an excavation less vulnerable to dynamic loading. Such a change may also reduce the consequence of a rockburst. The same principle applies to larger excavations where the stope shape may be optimised to reduce vulnerability to dynamic loading and reduce the consequence of a seismic-induced failure.

    Some operations align excavations with respect to the stress orientation and the orientations of geological features to limit excavation vulnerability.

    11.3 Extraction rate

    11.3.1 Standard

    Extraction rate is not regarded as a “standard” control measure.

    11.3.2 Advanced

    When production is suspended, strong reduction in seismicity occurs and, with time, the seismicity reduces to very low levels. When production continues, seismicity returns to previous levels within a short time period. However, the relationship between production and seismicity is poorly understood and correlation between production and seismicity with subtler changes in production is not obvious. Some operations may consider reducing the production rate in a high risk area while compensating with increased production rate in lower risk areas. This practice allows for more effective exposure control with relaxed re-entry requirements and more conservative evacuation procedures.

    Some have argued that lower production rates will lead to lower seismic hazard due to the rock mass being allowed to relax after excitation caused by the mining activity. Current literature provides limited support for this notion.

    11.4 Extraction sequence

    11.4.1 Standard

    The design of extraction sequence is commonly used as a seismic risk control measure with geotechnical engineers providing mine planning with design rules and performing reviews of proposed mine plans. The extraction sequence is adjusted to manage the mining-induced stress change by, for example, maintaining a favourable angle between the mining front and the principal stress orientation or by minimising unfavourable stress conditions.

    The risk associated with seismically-active structures is often mitigated through consideration of the extraction sequence. For example, it is common to mine away from, rather than towards, an active structure and to design the sequence to minimise mining-induced shear stress on the structures. These principles are often applied by rule-of-thumb.

    11.4.2 Advanced

    Advanced practice with respect to the design of the extraction sequence includes the comparison of competing alternatives with numerical modelling methods to quantitatively evaluate different options.

    11.5 De-stress slot

    11.5.1 Standard

    Mining of a de-stress slot is not regarded as a “standard” control measure.

    11.5.2 Advanced

    De-stress slots are sometimes included as part of the mining method and schedule where the de-stress slot is mined in the ore. Mining of waste rock for the sole purpose of creating a stress shadow for mining ore in a lower stress environment is generally not performed.

    Mikula et al (2005) and Kempin et al. (2007) describe the successful implementation and routine use of a “Tight slot blasting”. TSB uses a cushion of broken blasted rock to act as a shock absorber, and impede the ability of a fault-slip movement to sharply accelerate and decelerate. Slip velocities and distances are lower, meaning that energy released is also lower.

    11.6 Mining method

    11.6.2 Standard

    Generally the mining method is decided during the feasibility study and is not changed. Some consideration may be given to seismicity, but decisions are generally dominated by economic considerations.

    11.6.2 Advanced

    Mining method changes are generally not considered as a seismic risk control measure. Change in the mining method is generally limited to extreme cases where continuation of the original mining method cannot be justified. One example is the change in the mining method at the Tasmania Mine in Beaconsfield after mining was halted following the seismic event fatality in 2006 (Hills et al. 2008). Another example is the South African deep level mining industry changing from longwall mining to sequential grid mining with subsequent improvement in the seismicity at the mines.