This dataset describes the iron ore mining in Liaoning using the shallow-hole shrinkage stoping method. The process flow is as follows:
1. Orebody exploration and borehole layout design
Orebody exploration: Prior to mining, detailed geological exploration of the orebody is conducted to determine its shape, size, dip angle, and mineral composition. Based on this information, mining design is carried out.
Borehole layout design: According to the shape of the orebody and the thickness of the ore layer, a reasonable shallow-hole layout plan is designed. The depth of the shallow holes is typically several meters to a dozen meters, and the hole spacing and row spacing are determined based on the stability of the orebody and the mining method. During the borehole layout design, the degree of ore liberation and blasting efficiency must also be considered.
2. Drilling and Blasting
Drilling operation: Shallow holes are drilled into the ore body according to the blasthole layout design. Drilling machines typically use handheld or lightweight equipment, offering flexibility and suitability for working in narrow underground mine drifts. The drill hole diameter usually ranges from 50 mm to 100 mm.
Charging and blasting: Explosives are loaded into the drilled holes according to the characteristics of the ore body and the hole design, followed by blasting. The shallow hole blasting technique effectively controls ore fracturing and detachment, minimizing excessive damage to the ore structure. After each blast, the broken ore is recovered by gravity or mechanical means. Ore Extraction
Staged Extraction: Ore extraction is typically carried out in multiple stages. After each blasting section, workers recover the broken ore, usually loading it into trucks or conveying systems via mechanical or manual shoveling equipment for transportation out of the mine.
Pillar Retention: During the extraction process, certain portions of ore are left in place as pillars to support the overlying orebody and surrounding rock, preventing mine collapse. These pillars are retained temporarily and are extracted in the final stage. The layout and extraction timing of the pillars are crucial for stope stability. Pillar recovery
Pillar recovery: After most of the ore in the upper part of the orebody has been extracted, the recovery of pillars is carried out. At this time, smaller blasting forces may be used to detach and collapse the pillars, ensuring the stability of the underground structure.
Support and reinforcement: After pillar recovery, the mine structure may become unstable, requiring reinforcement. Common support methods include rock bolting and shotcreting.
5. Ore Transportation and Haulage
Transport System: In shrinkage stoping, ore transportation typically employs small-scale mechanical equipment (e.g., load-haul-dump machines, belt conveyors) to move ore to the shaft hoisting point. Depending on the geological conditions and mine design, the ore can be transported to the surface via rail cars, belt conveyors, or inclined shaft hoisting systems.
Surface Processing: After the ore is hoisted to the surface, it is sent to the mineral processing plant for crushing, grinding, and beneficiation.