Mining or in situ disintegration of hard material – Processes – Stabilizing underground structure
Reexamination Certificate
2000-11-28
2002-08-06
Shackelford, Heather (Department: 3673)
Mining or in situ disintegration of hard material
Processes
Stabilizing underground structure
C405S272000
Reexamination Certificate
active
06428107
ABSTRACT:
TECHNICAL FIELD
The instant invention relates to treatment techniques for fill for mines in general and, more particularly, to a new and useful method and apparatus for increasing at least one of early strength and/or the long term strength of an underground cemented fill by adding heat to the fill.
BACKGROUND OF ART
It is recognized throughout the mining industry that mining with backfill is necessary to increase recovery and provide a safe working environment for personnel and equipment. Improving the quality of the fill greatly affects the economics of mining, hopefully by reducing the dilution and improving the overall recovery while keeping the cost and environmental concerns in balance. Fill is expensive to place and the mining industry has struggled to maximize the fill quality while balancing this against the cost. Environmental considerations are an important part of the decision process when choosing a fill process. Early strength to improve cycle time has always been an important issue. Early strength achieved in an economical manner is a target for all in the mining industry.
As is well known, when mining with backfill, the primary method of choice for filling, worldwide, is either hydraulic fill or paste fill. There are some serious disadvantages with both the hydraulic fill and the paste fill processes now used. One of the serious disadvantages is that the backfill body has low early strength as well as lower long-term strength, when the backfill is placed under normal low temperature conditions. In particular the low early strength of the hydraulic backfill method results in many mining problems such as increasing the mining cycle time thus decreased mining efficiency, increasing barricade failure risk, producing poor backfill quality causing increased dilution and reducing recovery.
Normally when using hydraulic fill at low temperatures there is essentially no strength within the backfill body for three days, and sometimes even for up to seven days. This means that the mining process is significantly affected, reducing the mining efficiency and productivity.
Mine filling, as presently practiced around the world, creates a serious problem. Both early and long-term backfill body strength must be achieved with a minimum amount of binder (cost) addition and with a minimum amount of water to achieve easy, risk free, fill transport. In order to increase the backfill body strength, the ratio of water to cement has to be low on the one hand, but on other hand, to increase flow-ability of the backfill slurry, much more water has to be used. The typical water to cement ratio is between 0.3 and 0.6, for Portland cement, in order to achieve proper hydration. This is a relatively small proportion of water needed for proper hydration of the binder. In order to meet the requirements for trouble free slurry transportation, the pulp density of the slurry has to be less than 65-70%. This low density facilitates the transport of the hydraulic fill to the mine stope through a pipeline distribution system. The excess amount of water in the backfill slurry has to be drained from the stope. Coarse sands, such as the coarse fraction from mine tailings is normally used in order to facilitate this stope de-watering. In addition to this problem, the cement backfill body takes 7-28 days to reach the required strength. As a result, a long waiting period is necessary in order to safely fill and then continue mining the ore beside the backfilled body. The cycle of drilling, blasting, ore transportation and backfilling is extended.
There are other problems facing existing and traditional Portland cement and slag cement backfill methods:
(a) The excess pour water carries a substantial amount of cement away during the stope de-watering process. This not only causes environmental problems, but also reduces the strength of the backfill body.
(b) The void between the backfill body and the roof or back of the stope cannot be fully filled due to slurry volume loss during de-watering. Multiple backfilling procedures are often required to fill this space.
(c) In order to create high permeability in the backfill body, only the coarse fractions of the tailings can be used. Tailing utilization efficiency is therefore low, at less than 60%. Therefore the large quantity of unused fine tailings has to be disposed of on surface, and the fines can cause additional environmental problems.
(d) The production of ground sands or the purchase of alluvial sands to make mine fill is costly, but may be necessary if the quantity, quality or cost of the tailings available from the mill is inadequate to provide for the mine fill requirements
(e) Due to the long fill set up period (7 to 28 days) before the next mining operation, the cycle time for a stope is increased and the mining efficiency is greatly reduced.
In order to solve these technical problems, some mines have tried paste backfill. The binding material used is still Portland cement or slag cement, such as Inco™ 90/10 slag cement, but the pulp density of the slurry is increased to more than 80%. Less water improves the water cement ratio and as a result, the strength of the backfill body is improved over normal hydraulic fill. Also, pastefill has very little excess free water so drainage and the associated binder loss from the stope is not a problem.
Due to the critical flow characteristics of the paste, however, transportation problems can and do occur. Where sufficient vertical height is available, gravity flow can be used for paste distribution. Otherwise pumps are required to overcome the increased head that is created in paste-fill distribution systems. Special mixing equipment such as a double axis mixer is required for mixing paste.
The main problems associated with paste fill are:
(a) A pressure filter is required for making paste. This has a high capital and running cost and the processes to produce and store the product are complex.
(b) Pipeline blockage risk is high due to too the higher pulp density, where marginal changes in the fines quantity or quality or changes to the water content can dramatically affect flow characteristics.
(c) Curing times for pastefill, though better than for hydraulic fill, are still quite long, since the same binder is still used.
(d) Operating costs are high due to the complexity of producing and transporting paste. cement costs for paste are similar to costs when pouring hydraulic fill.
(e) It is difficult to top up a stope, because of the poor flow characteristics of the paste relative to hydraulic fill flow characteristics.
U.S. Pat. No. 5,141,365 discloses that a void in a mine is backfilled by a backfill slurry comprising water, an inert filler, e.g. Portland mine tailings, and a binder, e.g. cement, lime or slag. A gelling agent, e.g. sodium silicate, is added just before placement.
U. S. Pat. No. 4,101,333 discloses a method of backfilling in underground mine using de-watered mill tailings slurry. Portland cement is mixed with backfill aggregate to make the backfill slurry. Both of the patents use Portland cement as binding material, and have the common disadvantages discussed above.
U.S. Pat. No. 5,340,235 discloses a method for hydraulically backfilling empty salt cavities that have been mined. At least one pozzolanically active waste material is combined with an effective amount of an alkaline earth metal hydroxide or alkaline earth metal oxide and saturated brine to form a pozzolanic mixture. The relative proportions are sufficient for reaction under atmosphere conditions in the salt cavity. This then forms a stable, low porosity, load bearing pozzolanic cement.
U.S. Pat. No. 5,106,422 discloses a rapid-setting self-hardening backfill composition and method of installation. The composition comprising a minor amount of class C fly ash as a primary constituent and other filler materials such as class F fly ash as a major ingredient. When combined with water in controlled amounts, they produce a backfilling material which is flow-able and self-leveling for easy installation in utility trenches and similar exca
Buksa Harvey David
Sun Henghu
Inco Limited
Kreck John
Shackelford Heather
Steen Edward A.
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