Effect of drainage and sequential filling on the behavior of backfill in mine stopes

被引:61
作者
El Mkadmi, Nawfal [1 ]
Aubertin, Michel [2 ]
Li, Li [2 ]
机构
[1] SNC LAVALIN, Sustainable Mine Dev, Global Min & Met, Toronto, ON M9C 5K1, Canada
[2] Ecole Polytech, Dept Genies Civil Geol & Mines, Res Inst Mines & Environm, Montreal, PQ H3C 3A7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
mines; backfill; stresses; arching; cementation; drainage; consolidation; unsaturated conditions; CEMENTED PASTE BACKFILL; HORIZONTAL PRESSURE; BARRICADES; STRESSES; TAILINGS;
D O I
10.1139/cgj-2012-0462
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Underground backfilling offers significant economic and environmental advantages to mining operations. There is however a limited knowledge and understanding of how the backfill behaves within mine stopes, which creates some concern regarding the risk of accidents with potentially serious consequences. It is thus important to investigate further the response of backfill to ensure safe working conditions and optimize the filling sequence. This paper presents key results from a numerical study aimed at analyzing the hydrogeotechnical response of backfill in a narrow vertical stope. The simulations illustrate how stresses are influenced by stope geometry, water drainage, and filling rate. Three main cases are presented here to illustrate these effects; namely, (i) simulation of dry (or drained) backfill, (ii) a rapidly filled stope with progressive drainage and consolidation, and (iii) sequential backfill placement with different filling rates. The third case includes a simulation with evolving properties due to the binder added to the backfill. The results from the numerical analyses show that arching effects develop within narrow backfilled stopes because of the stiffness contrast between the rock and the fill material. This can produce a significant reduction of the stresses (horizontal and vertical) in comparison with the overburden pressure. The simulation results also show the development of excess pore-water pressures after the placement of the saturated backfill within the stope. Drainage tends to reduce these pressures and increase the frictional stresses along the rock walls. The sequentially filled stope simulations show that a rapid filling rate produces much higher total stresses and excess pore-water pressures, compared to slower rates. The simulation of the cemented backfill, with evolving properties, indicates that the progressive changes can have a significant effect on the total and effective stresses in the stope. A discussion follows on the implications of these results.
引用
收藏
页码:1 / 15
页数:15
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