Developing Site-Specific Preconditioning Blast Designs for Ultra-Deep Shaft Sinking: A Case Study from the Onaping Depth Project

This paper presents numerical modeling simulations that replicate the highly successful preconditioning blasting campaign used during the ultra-deep Onaping Depth shaft construction. The model was calibrated based on field observations and microseismic data collected while sinking the shaft. Due to the brittle characteristics of the rock mass and the high stresses at the depths of construction, strainbursting was a pervasive high-risk problem that frequently occurred on the bench of the shaft as the muck was removed and the shaft bench exposed. The development of a preconditioning blasting strategy became a critical control for mitigating strainbursts and protecting operators working in the shaft. It was also found that one type of preconditioning blast design did not suit all rock masses, and the design had to be modified for the conditions encountered. There are no guidelines for preconditioning blast design for shaft sinking operations. This leads to trial-and-error development of blast designs, which may not provide any benefit if the blast design is not suited to the local conditions. The goal of this study is to use numerical modeling, supported by field observations, to provide substantiated guidelines for preconditioning blast design based on field conditions encountered. The strategies presented are beneficial for managing rockburst risks in deep shaft sinking operations in the future and safeguarding operators while constructing these excavations. • Preconditioning blasting reduced frequent strainbursts in brittle rock under high-stress shaft sinking conditions. • Preconditioning blast designs need to be adapted to different rock masses due to variable ground conditions encountered. • Numerical modeling replicated effective preconditioning blasts used in ultra-deep Onaping Depth shaft construction. • Numerical modeling and field observation data helped create practical guidelines for safer preconditioning blast designs for deep shafts.

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Publication Details

Journal
Rock Mechanics Bulletin
Published
2025-12-01
DOI
https://doi.org/10.1016/j.rockmb.2025.100288
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

Developing Site-Specific Preconditioning Blast Designs for Ultra-Deep Shaft Sinking: A Case Study from the Onaping Depth Project

Alex Hall, Ming Cai
Rock Mechanics Bulletin
Rock Mechanics and Modeling
article

Developing Site-Specific Preconditioning Blast Designs for Ultra-Deep Shaft Sinking: A Case Study from the Onaping Depth Project

Alex Hall, Ming Cai
article en

Abstract

This paper presents numerical modeling simulations that replicate the highly successful preconditioning blasting campaign used during the ultra-deep Onaping Depth shaft construction. The model was calibrated based on field observations and microseismic data collected while sinking the shaft. Due to the brittle characteristics of the rock mass and the high stresses at the depths of construction, strainbursting was a pervasive high-risk problem that frequently occurred on the bench of the shaft as the muck was removed and the shaft bench exposed. The development of a preconditioning blasting strategy became a critical control for mitigating strainbursts and protecting operators working in the shaft. It was also found that one type of preconditioning blast design did not suit all rock masses, and the design had to be modified for the conditions encountered. There are no guidelines for preconditioning blast design for shaft sinking operations. This leads to trial-and-error development of blast designs, which may not provide any benefit if the blast design is not suited to the local conditions. The goal of this study is to use numerical modeling, supported by field observations, to provide substantiated guidelines for preconditioning blast design based on field conditions encountered. The strategies presented are beneficial for managing rockburst risks in deep shaft sinking operations in the future and safeguarding operators while constructing these excavations. • Preconditioning blasting reduced frequent strainbursts in brittle rock under high-stress shaft sinking conditions. • Preconditioning blast designs need to be adapted to different rock masses due to variable ground conditions encountered. • Numerical modeling replicated effective preconditioning blasts used in ultra-deep Onaping Depth shaft construction. • Numerical modeling and field observation data helped create practical guidelines for safer preconditioning blast designs for deep shafts.

Rock Mechanics Bulletin
Centre for Excellence in Mining Innovation (CA), Glencore (Canada) (CA), Laurentian University (CA)
Openalex Percentile: Top 55%
Rock Mechanics and Modeling
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