# Properties of Gobi Aggregate and Sulfide-Rich Tailings Cemented Paste Backfill and Its Application in a High-Stress Metal Mine

Authors: D. Q. Deng; Y. H. Liang; F. C. Huangfu
Journal: Advances in Civil Engineering
 (2021)

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## Abstract

This experiment studied the influence law of the strength of CPB affected by tailings content, Gobi aggregate content, cement content, and slurry concentration. The results show, for the CPB with concentration of 77%, when the addition amount of cement reaches 20%, the addition amounts of tailings and Gobi aggregate change within the ranges of 12∼24% and 56∼68%, respectively. The strength of CPB has been gradually improved when the addition amount of Gobi aggregates decreases and the addition amount of tailings increases. In this case, the slump of CPB changes within the range of 26.5 cm∼26.9 cm while the strength of CPB changes within the range of 4.021∼6.845 MPa. Considering future utilization value of tailings, the addition amount is finally set at 16% in production, and the addition amount of Gobi aggregate is set at 64%; namely, tailings: Gobi aggregate = 20 : 80. When the addition amount of cement is 20% (cement/(tailings + Gobi aggregates) = 1 : 4), the strength of CPB reaches 5.62 MPa which meets the production requirement. When the heading machine is used for tunnelling mine roadway in bottom backfill of VCR stope, no collapse or delamination occurs without support, showing good stability and integrity of backfill. When the adjacent stope ore is mined, the backfill with cement content of 11.1%, 14.3%, 20%, and 25% is exposed. In the process of mining, no collapse or delamination occurs. Therefore, the proportion of various backfill materials applied in production is reasonable, being verified by the experiment and field test.


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## Body

## 1. Introduction

Over the course of past 20 to 30 years, the China mining has gradually developed tending to stricter and perfect eco-environment protection. Especially in recent 10 years, some provinces have introduced corresponding environmental protection policies and regulations in succession, requiring the mining enterprises to have sound tailing disposal systems and preventing the land from collapse. With the development of mining, the strata and rocks show some corresponding mechanical changes and have a certain impact on the stability of rock mass [1–5]. This means that mine enterprises are not only required to build safe and reliable tailing ponds with proper scale, but also required to keep the maximum discharge reduction of the tailings, to remove the hidden dangers including dam break and leakage of tailing ponds. In general, the tailings are discharged to tailing ponds. For mines with less tailings produced, some tailings will be used for the preparation of building materials if tailings meet the requirements of building materials. If the tailings contain some useful minerals, the tailings can be sold to other enterprises for refining useful minerals. Among the tailing disposal methods, the best way is to use tailings as filling material in the underground goaf so as to achieve objectives such as maximum use of tailings, safety and environmental protection of mine, ground pressure controlling, and resource recycling as well as maintaining the sustainable development. In backfilling of underground goaf, a lot of tailings from ore-dressing can be used; in this process, tailing discharge is reduced and the pollution discharge cost is decreased. Meanwhile, the backfill plays a great supportive role in the rock strata movement, makes the surrounding rocks in the goaf stabler, and completely restrains the potential damage. Thus, it creates safer environment for surrounding mining, improves the mineral recovery, and reduces the dilution rate of mines simultaneously. Therefore, it contributes to the significant economic and environmental benefits. For deep filling technology in coal mine and roof maintenance in high-stress stope, relevant researchers have done a series of tests and developed a good way of retaining roadway along goaf according to the maintenance of thick and hard roof; it has been used in production, and the mechanism of roof dilatancy and bolt support in filling area of gob-side entry retaining is analyzed [6–9].The backfill technology of filling the underground goaf with tailings was adopted earlier in foreign countries. In early phase, water and sand were widely used in filling. With the development of technology and equipment, the cemented filling and high concentration paste backfill gradually came into being. The paste backfill presents superior mechanical property in production and plays an important role in recycling resources. By virtue of the advanced pump pressure transport equipment, and strict operation and management mode, the foreign research on the paste backfill technology once took the leading position. The related research is active; for instance, the international paste backfill conference is held regularly once every few years and provides better target and development to the relevant international research. Among these countries, America, Canada, Australia, and South Africa are relatively representative. On preparation and hydrological characteristics of paste tailings, literature illustrates the concentration of sulfide tailings paste as well as field test of LaRonde polymetallic ore in Abitibi, Quebec, and the analysis on mechanics and hydrologic features of cemented and uncemented paste [10]. In addition, there is a study on mixed characteristics of the sulfide tailings backfill and the influence of the mixing and stirring on the mechanical property, which can be referred to by the similar analysis [11], while in literature, the performance of CPB is predicted and the cost is analyzed, which could be a guidance to production and application [12]. In literature, the paste backfill technology of the underground hard-rock mine is analyzed, the mechanical property of CPB in the stope is studied, the importance of the horizontal stress towards the acting force of backfill is pointed out, and the influence characteristic of the initial concentration of tailings on the paste preparation, shear yield stress, and viscosity of pipeline transport is emphasized. That is of great importance to guide production [13].Literature shows the strength test on cementing materials of CPB including the ordinary Portland cement (OPC), Portland composite cement (PCC), and sulphate resistant cement (SRC) separately, presenting the influence of cementing agent type and dosage on the short-term and long-term mechanic performance of CPB, which can be reference for the mine backfill in selecting proper cementing agent [14]. Literature studies the influence of 3 water reducing agents on the rheological property of the paste filling slurry and the mechanical strength of the CPB and also analyzes the mechanical property of CPB when the mass percentage of OPC and PCC is 5%, which can be regarded as the design basis of related engineering [15]. The paste backfill technology of Kidd Creek ore is examined and the technical characteristics are analyzed, which is helpful for production [16]. The hydrological property and geomechanics property of CPB under different curing conditions and stress conditions are investigated, which is quite important for further study on the property of CPB [17]. With regard to the application of CPB in the ore site of Cayeli, literature measures the mechanics property of CPB, which can provide relative, useful information for safe production [18].With the development of rock mechanics analysis and testing technology, some new methods and laws have been applied well, and positive results have been obtained, which can be used for reference in filling engineering [19–23]. Among the related research in China, literature shows slump test of paste backfill slurry and analyzes the rheological property of the paste, which could be better basis for the study on the flow and diffusion property of backfill slurry [24]. Literature illustrates a series of tests aiming at the paste backfill of Chihong ore and analyzes the relationship between the solid content of paste backfill slurry and its rheological property as well as mechanical property, which plays a vital role in better application of production [25]. With regard to mining under villages, as tests have shown in the literature, solid wastes are used to prepare backfill [26, 27]. The strength change of CPB and its influential factors are analyzed. In field application, the high-quality CPB effectively controls the ground pressure, restricts the sinking of the rock stratum, and successfully realizes the target of coal mining without relocating the village. Literature shows application of crude tailings to prepare the CPB that achieves good result in Lame Zinc Mine, in which the paste backfill technology is relatively early applied in Southwest China [28]. The literature analyzes the rheological property of the crude tailings paste slurry and the inspection optimization test of its yield stress, which provides reference for analyzing the pipeline transportation efficiency [29, 30]. Literature states the change and development of the paste backfill and tailing disposal technology, performs fluidity test on the paste prepared by crude tailings and water-quenched slag, and analyzes and optimizes the pumping performance of the paste [31, 32].At the present stage, because of the influence of labor cost and raw material price, the production cost of filling engineering is rising constantly; in order to reduce the production cost, various related research works also become more and more [33–37]. In the research on slag cementitious materials, some scholars have optimized the slag powder and its properties so that solid waste such as slag can be reused and the environment can be protected, thus laying a foundation for the operation of the filling system [38–42]. For large-scale industrial solid waste treatment, the researchers conducted feasibility analysis on solid waste resource utilization based on laboratory tests. Based on the macroscopic and microscopic characteristic tests, the physicochemical properties of solid waste were optimized to meet the technical requirements of mined-out voids backfilling, thus creating conditions for large-scale industrial treatment of solid waste and effectively protecting the overburden strata of mined-out voids in the area of high in situ stress [43–45]. Based on the method of soil mechanics, some researchers have studied the stability of rock mass, the triaxial force of filling body, and the law of stress and strain of filling body, to create the conditions for engineering applications [46–49].As for the high concentration cemented backfill technology of Gobi aggregate, tailings, and cement, the basic test of the property of backfill material was done based on multiple-material additive technology of Ashele Copper Mine. According to the test result, the study could be used for the guidance of production. As one of the main mines of Fujian Zijin Group, focusing on technical research and development as well as technology innovation, Ashele Copper Mine has already become a typical scientific and technological manufacturer of Zijin Group and even Northwest China with constant development. At present, it has become a large nonferrous mine with mining capacity of 6000 t/d. The mine locates in south hilly land of Altay, the northwestern part of Xinjiang. There, the winter is cold and long with heavy snowfalls. The terrain of the mine is high in north and east with a relative height difference of 30∼50 cm and maximum height difference of 100∼300 cm, while the southwestern part of the mine is flat, and the relative height difference is about 10 m. Ashele Copper Mine has high copper and zinc grade of 2.46% and 1.98%, respectively. The subterranean mine is divided into three mining parts: the upper, the middle, and the lower. The ore rock of the upper part is relatively broken, so the downward access method is adopted. While the ore rock of the middle part is relatively better than that of the upper, so the upward slicing is applied. For the lower part with good ore rock conditions, VCR mining method is adopted.In order to make full use of ore resources, avoid the surface subsidence, and create safe and clean working environment for the borehole operation, the cemented paste backfill is applied in Ashele Copper Mine using Gobi aggregates and tailings as coarse and fine aggregates together with locally produced PC32.5 composite slag cement as cementing material. The applied Gobi aggregates are produced around the mine. To collect the Gobi aggregates, the surface soil layer of the ancient river bed is peeled off. Then, Gobi aggregates are screened to remove the blocks and fine silts and keep particles with the size of 48–25,000μm, while the content of the particles <48 μm is less than 7–12% according to technical requirements. The tailings for backfill are discharged by ore treatment plant. Some useful substances are contained in tailings and they are difficult to recycle with current ore-dressing technique. Considering the possible use of minerals in future, we discharge most tailings into the tailing pond for stock and piling while only a small amount of tailings is used for underground backfill. During the blending process of backfill, the proportions of the tailings and Gobi aggregates are 30 : 70, 25 : 75, 20 : 80, and 15 : 85. Based on the strength test of backfill, the ratio of tailings and Gobi aggregates with best strength performance is 30 : 70. To reduce the use of tailings and meet the strength performance requirement of backfill, the actual proportion of tailings and Gobi aggregates is generally set to 20 : 80 in production. Over 10 years, since the Ashele Cooper mine has been built and put into production, the cemented backfill mining plays an active role in production. Namely, it is of great importance to the stability of rock stratum with rock bump tendency and full recycling of the ore.


## 2. Materials and Methods

### 2.1. Characteristics of Tailings

The coarse aggregate cemented paste preparation system of Ashele Copper Mine is composed of 2 vertical sand tanks, 2 cement bins, and 2 sets of Gobi aggregate belt conveyer. In the backfill process of paste preparation in station, tailings slurry with the concentration of 26–33% is transported from the ore-dressing plant to the vertical sand tanks and material blending house through the pipeline. Gobi aggregates are transported by the forklift to the belt conveyer room. Then, big Gobi aggregate blocks with size of >25 mm are removed by screening, while materials with size of ≤25 mm will travel to the material blending house through the belt conveyer. The cement is transported to the material blending house through the spiral conveyer, located at the bottom of cement bin. In the blending material house, the tailings, Gobi aggregates, and cement are put into the mixer after preliminary mixing. After complete stirring in two-stage horizontal mixer, the paste backfill slurry with the concentration of 75–81% is transported to the goaf for backfill through the backfill pipeline.Results of the chemical composition analysis for tailings and Gobi aggregates are shown in Table1. As data show, tailings consist of sulfur (S) accounting for 48%, total iron (TFe) accounting for 43.38%, SiO2 accounting for 1.77%, phosphorus (P) accounting for 0.0097%, and Al2O3 and CaO with MgO totally accounting for 0.86%. The current mineral processing technology applied in Ashele Copper Mine is fine grinding of the tailings after copper and zinc selection are finished, and then selecting copper and zinc in sequence. In view of low price of S and Fe, the selection of both elements has not been carried out in recent years, and some tailings are used for backfill in the pit. Therefore, the contents of S and Fe are high in tailings. Furthermore, the content of fine particles in tailings is high after 2 times of grinding. In general, Fe is favorable for the strength performance of backfill, while the excessive content of S is unfavorable for the strength. Although the contents of S and Fe are high in tailings, there will not be negative impact on the strength of backfill as tailings are only used as auxiliary additives.Table 1
Chemical composition of tailings and Gobi aggregates.
MaterialContent of chemical composition (%)SiO2Al2O3MgOCaOSPFeTailings1.770.440.060.3648.00.009743.38Gobi aggregates85.613.920.411.910.0950.0132.06As shown in Table2, the proportion of tailings is 4.39, the loose volume weight and dense volume weight are 1.55 t/m3 and 2.23 t/m3, and the porosity is 49.2%. On the basis of mineral process of Ashele Copper Mine and the chemical composition analysis of tailings, it is known that the relatively high content of Fe leads to the high proportion of tailings. As for loose stack and dense stack, the porosity is relatively big. When tailings are used for backfill, it is easy to form relatively dense backfill. Hence, they are helpful for improving the strength of backfill.Table 2
Physical properties of filling materials.
MaterialProportionLoose volume weight (t/m3)Dense volume weight (t/m3)Porosity (%)Slope angle (°)Tailings4.391.552.2349.241.5Gobi aggregates2.561.261.7531.636PC32.5 cement3.111.021.6148.239shown in Table3, the test data indicates that the average particle size of tailings in Ashele Copper Mine is 34.4 μm, of which the percentage of fines (particle size < 29.6 μm) is 18.33% and the content of the particles (particle size < 75 μm) is 99.47%. Compared with that of other mines, the particle size of tailings is really fine, and the content of coarse particles is low. Moreover, the mean particle size of PC32.5 cement used for Ashele Copper Mine backfill is 29.6 μm, of which the percentage content of the fines (particle size < 20 μm) is 48.31%, while that of particles (particle size < 75 μm) is 92.53%. Compared with tailings of Ashele Copper Mine, the mean particle sizes of cement and tailings are basically of the same order of magnitude. Sufficient superfine cement and tailings particles are necessary for pipeline transportation of coarse aggregate paste slurry.Table 3
Particle size distribution of tailings and PC32.5 cement.
MaterialParticle size cumulative passing (%)5μm10μm20μm50μm75μm100μm150μm200μm300μmTailings4.139.1018.3382.2899.47100100100100PC32.5 cement14.7728.7348.3181.5892.5397.0099.5199.86100


### 2.2. Characteristics of Gobi Aggregates

Table1 shows that the main component of Gobi aggregates is SiO2 accounting for 85.61%, while S and Fe are quite low accounting for only 0.095% and 2.06%, respectively. Besides, the total content of Al2O3, CaO, and MgO accounts for 6.24%, the content of P is 0.013%, and the content of other chemical compositions is quite low. According to the chemical composition analysis of Gobi aggregates, the content of SiO2 is relatively high in Gobi aggregates. As the content of Gobi aggregates (the most important backfill material) is high, it can be used to make up for insufficient SiO2 and improve the strength of paste backfill.As shown in Table2, the proportion of tailings is 2.56, the loose volume weight and dense volume weight are 1.26 t/m3 and 1.75 t/m3, and the porosity is 31.6%. Compared with the backfill of other mines, the proportion and porosity of Gobi aggregates are both small relatively. When used as the backfill, they can match well the physical and mechanical property of tailings. When the tailings particles are filled in the Gobi aggregates, it is easy to form stable mechanical structure, which is helpful for mechanical property of the backfill.As shown in Table4, the particle size of Gobi aggregates, the maximum particle size of Gobi aggregates for backfill of Ashele Copper Mine is 25000 μm, of which the proportion of fines (particle size < 20 μm) is 9.74%, and that of the particles (<1,000 μm, <2,000 μm, and <10,000 μm) is 59.45%, 64.26%, and 88.46%, respectively. Thus, the particle sizes of Gobi aggregates, tailings, and PC32.5 cement are not of the same order of magnitude. The Gobi aggregates are coarse, which can well match the fine particles and is helpful for improving the gradation of the backfill.Table 4
Particle size distribution of the Gobi aggregates.
Particle size (μm)5207520050010002000Accumulative passing (%)2.0899.7419.6727.7144.9759.4564.26Particle size (μm)25005000800010000120001400025000Accumulative passing (%)64.7780.7585.4888.4691.7594.08100


### 2.3. Cementing Agent

Generally, the cement is widely used as cementing material in mines. For the filling project of high-stress underground GOAF in Ashele Copper Mine, the way to obtain cement is convenient because of the good highway traffic condition in the enterprise’s geographical location; therefore, on the premise of obtaining good mechanical properties of paste filling materials, the price of PC32.5 cement is also cheaper than that of PO42.5 cement and slag cement; the filling cementitious material was determined to be of grade PC32.5 cement produced by a nearby cement plant. Owing to small particle size, some cement in the mixing material together with slurry of other particles can form argillaceous layer during the process of backfill slurry pipeline transportation. When the paste flows in the pipeline, the argillaceous layer can lubricate the inner wall of pipeline. This greatly helps to reduce the transportation resistance and makes the paste backfill slurry stably flow with high concentration. Locally produced PC32.5 cement is used as backfill cementing agent in Ashele Copper Mine. As data of Table2 show, the proportion of PC32.5 cement is 3.11, the loose volume weight and dense volume weight are 1.02 t/m3 and 1.61 t/m3, and the porosity is 48.2%.The cement can be used not only as a cementing agent but also as fine particle backfill. Like tailings particles, the cement particles are evenly distributed in the gap of Gobi aggregates particles. The cementation of cement consolidates tailings and Gobi aggregates as a whole, forms the even distribution structure of coarse and fine particles, and finally constitutes a relatively stable mechanical structure. That is the reason why coarse aggregates particles are added to the backfill, resulting in higher strength compared with the cemented tailings backfill.


### 2.4. Water

The tap water is used to mix the cementing agents, tailings, and Gobi aggregates uniformly. The amount of water is determined by the concentration of paste backfill slurry that needs to be prepared.


### 2.5. Preparation of the Paste Backfill

In practical application, when the paste preparation concentration is low, such as 75% or 77%, the coarse aggregate in the paste will be faster than the previous sedimentation rate, but there is no serious stratification or segregation, and the way to overcome the rapid sedimentation rate of coarse aggregate in paste is to increase the flow rate properly to ensure that the paste can continue to advance steadily under high pipe pressure. According to the concentration of the paste backfill slurry in field investigation and actual production, the factors influencing the strength of backfill are analyzed. As the result shows, the content of cementing agents, the proportion of tailings and Gobi aggregates, and slurry concentration have significant influence on the strength performance of backfill. Thus, the proportions of tailings and Gobi aggregates are 30 : 70, 25 : 75, 20 : 80, and 15 : 85. The proportions for the cement/(tailings + Gobi aggregates) are 1 : 3, 1 : 4, 1 : 6, 1 : 8, and 1 : 10. To make the paste backfill test specimens with the concentration of 75∼83%, mix the tailings, Gobi aggregates, and PC32.5 cement with a certain proportion; add water; and mix them uniformly. Then, pour the uniformly mixed paste backfill slurry into the steel tool with specification of 7.07 cm³. (After the tool is disassembled, the volume of specimen is 7.07 cm³.) Then put the test specimen into conservation cabinet with constant temperature and humidity, and test its uniaxial comprehensive strength on the 3rd, 7th, 28th, and 60th days, respectively.


### 2.6. Mechanical Test

Generally, in underground mining, it is necessary to test the independence of the disclosed backfill after the adjacent ores in the stope are mined. This means that the unconfined compressive strength of the backfill, namely, uniaxial compressive strength, needs to be tested. In this experiment, the uniaxial compressive strength of the backfill is tested by NYL-300 press machine, which is equipped with microprocessor control and record system. Two relatively flat opposites are selected as compression faces for the test, and the regulation together with loading is carried by the pressure sensor. By controlling the loading with the displacement at the speed of 1.5–2 mm/min, the uniaxial compressive strength is recorded till the test specimen is damaged, the stress is no longer increased, and press machine stops loading automatically. Thus, the final value is the average value of data while the uniaxial compressive strength of all backfill can be recorded and kept by the testing system.


## 2.1. Characteristics of Tailings

The coarse aggregate cemented paste preparation system of Ashele Copper Mine is composed of 2 vertical sand tanks, 2 cement bins, and 2 sets of Gobi aggregate belt conveyer. In the backfill process of paste preparation in station, tailings slurry with the concentration of 26–33% is transported from the ore-dressing plant to the vertical sand tanks and material blending house through the pipeline. Gobi aggregates are transported by the forklift to the belt conveyer room. Then, big Gobi aggregate blocks with size of >25 mm are removed by screening, while materials with size of ≤25 mm will travel to the material blending house through the belt conveyer. The cement is transported to the material blending house through the spiral conveyer, located at the bottom of cement bin. In the blending material house, the tailings, Gobi aggregates, and cement are put into the mixer after preliminary mixing. After complete stirring in two-stage horizontal mixer, the paste backfill slurry with the concentration of 75–81% is transported to the goaf for backfill through the backfill pipeline.Results of the chemical composition analysis for tailings and Gobi aggregates are shown in Table1. As data show, tailings consist of sulfur (S) accounting for 48%, total iron (TFe) accounting for 43.38%, SiO2 accounting for 1.77%, phosphorus (P) accounting for 0.0097%, and Al2O3 and CaO with MgO totally accounting for 0.86%. The current mineral processing technology applied in Ashele Copper Mine is fine grinding of the tailings after copper and zinc selection are finished, and then selecting copper and zinc in sequence. In view of low price of S and Fe, the selection of both elements has not been carried out in recent years, and some tailings are used for backfill in the pit. Therefore, the contents of S and Fe are high in tailings. Furthermore, the content of fine particles in tailings is high after 2 times of grinding. In general, Fe is favorable for the strength performance of backfill, while the excessive content of S is unfavorable for the strength. Although the contents of S and Fe are high in tailings, there will not be negative impact on the strength of backfill as tailings are only used as auxiliary additives.Table 1
Chemical composition of tailings and Gobi aggregates.
MaterialContent of chemical composition (%)SiO2Al2O3MgOCaOSPFeTailings1.770.440.060.3648.00.009743.38Gobi aggregates85.613.920.411.910.0950.0132.06As shown in Table2, the proportion of tailings is 4.39, the loose volume weight and dense volume weight are 1.55 t/m3 and 2.23 t/m3, and the porosity is 49.2%. On the basis of mineral process of Ashele Copper Mine and the chemical composition analysis of tailings, it is known that the relatively high content of Fe leads to the high proportion of tailings. As for loose stack and dense stack, the porosity is relatively big. When tailings are used for backfill, it is easy to form relatively dense backfill. Hence, they are helpful for improving the strength of backfill.Table 2
Physical properties of filling materials.
MaterialProportionLoose volume weight (t/m3)Dense volume weight (t/m3)Porosity (%)Slope angle (°)Tailings4.391.552.2349.241.5Gobi aggregates2.561.261.7531.636PC32.5 cement3.111.021.6148.239shown in Table3, the test data indicates that the average particle size of tailings in Ashele Copper Mine is 34.4 μm, of which the percentage of fines (particle size < 29.6 μm) is 18.33% and the content of the particles (particle size < 75 μm) is 99.47%. Compared with that of other mines, the particle size of tailings is really fine, and the content of coarse particles is low. Moreover, the mean particle size of PC32.5 cement used for Ashele Copper Mine backfill is 29.6 μm, of which the percentage content of the fines (particle size < 20 μm) is 48.31%, while that of particles (particle size < 75 μm) is 92.53%. Compared with tailings of Ashele Copper Mine, the mean particle sizes of cement and tailings are basically of the same order of magnitude. Sufficient superfine cement and tailings particles are necessary for pipeline transportation of coarse aggregate paste slurry.Table 3
Particle size distribution of tailings and PC32.5 cement.
MaterialParticle size cumulative passing (%)5μm10μm20μm50μm75μm100μm150μm200μm300μmTailings4.139.1018.3382.2899.47100100100100PC32.5 cement14.7728.7348.3181.5892.5397.0099.5199.86100


## 2.2. Characteristics of Gobi Aggregates

Table1 shows that the main component of Gobi aggregates is SiO2 accounting for 85.61%, while S and Fe are quite low accounting for only 0.095% and 2.06%, respectively. Besides, the total content of Al2O3, CaO, and MgO accounts for 6.24%, the content of P is 0.013%, and the content of other chemical compositions is quite low. According to the chemical composition analysis of Gobi aggregates, the content of SiO2 is relatively high in Gobi aggregates. As the content of Gobi aggregates (the most important backfill material) is high, it can be used to make up for insufficient SiO2 and improve the strength of paste backfill.As shown in Table2, the proportion of tailings is 2.56, the loose volume weight and dense volume weight are 1.26 t/m3 and 1.75 t/m3, and the porosity is 31.6%. Compared with the backfill of other mines, the proportion and porosity of Gobi aggregates are both small relatively. When used as the backfill, they can match well the physical and mechanical property of tailings. When the tailings particles are filled in the Gobi aggregates, it is easy to form stable mechanical structure, which is helpful for mechanical property of the backfill.As shown in Table4, the particle size of Gobi aggregates, the maximum particle size of Gobi aggregates for backfill of Ashele Copper Mine is 25000 μm, of which the proportion of fines (particle size < 20 μm) is 9.74%, and that of the particles (<1,000 μm, <2,000 μm, and <10,000 μm) is 59.45%, 64.26%, and 88.46%, respectively. Thus, the particle sizes of Gobi aggregates, tailings, and PC32.5 cement are not of the same order of magnitude. The Gobi aggregates are coarse, which can well match the fine particles and is helpful for improving the gradation of the backfill.Table 4
Particle size distribution of the Gobi aggregates.
Particle size (μm)5207520050010002000Accumulative passing (%)2.0899.7419.6727.7144.9759.4564.26Particle size (μm)25005000800010000120001400025000Accumulative passing (%)64.7780.7585.4888.4691.7594.08100


## 2.3. Cementing Agent

Generally, the cement is widely used as cementing material in mines. For the filling project of high-stress underground GOAF in Ashele Copper Mine, the way to obtain cement is convenient because of the good highway traffic condition in the enterprise’s geographical location; therefore, on the premise of obtaining good mechanical properties of paste filling materials, the price of PC32.5 cement is also cheaper than that of PO42.5 cement and slag cement; the filling cementitious material was determined to be of grade PC32.5 cement produced by a nearby cement plant. Owing to small particle size, some cement in the mixing material together with slurry of other particles can form argillaceous layer during the process of backfill slurry pipeline transportation. When the paste flows in the pipeline, the argillaceous layer can lubricate the inner wall of pipeline. This greatly helps to reduce the transportation resistance and makes the paste backfill slurry stably flow with high concentration. Locally produced PC32.5 cement is used as backfill cementing agent in Ashele Copper Mine. As data of Table2 show, the proportion of PC32.5 cement is 3.11, the loose volume weight and dense volume weight are 1.02 t/m3 and 1.61 t/m3, and the porosity is 48.2%.The cement can be used not only as a cementing agent but also as fine particle backfill. Like tailings particles, the cement particles are evenly distributed in the gap of Gobi aggregates particles. The cementation of cement consolidates tailings and Gobi aggregates as a whole, forms the even distribution structure of coarse and fine particles, and finally constitutes a relatively stable mechanical structure. That is the reason why coarse aggregates particles are added to the backfill, resulting in higher strength compared with the cemented tailings backfill.


## 2.4. Water

The tap water is used to mix the cementing agents, tailings, and Gobi aggregates uniformly. The amount of water is determined by the concentration of paste backfill slurry that needs to be prepared.


## 2.5. Preparation of the Paste Backfill

In practical application, when the paste preparation concentration is low, such as 75% or 77%, the coarse aggregate in the paste will be faster than the previous sedimentation rate, but there is no serious stratification or segregation, and the way to overcome the rapid sedimentation rate of coarse aggregate in paste is to increase the flow rate properly to ensure that the paste can continue to advance steadily under high pipe pressure. According to the concentration of the paste backfill slurry in field investigation and actual production, the factors influencing the strength of backfill are analyzed. As the result shows, the content of cementing agents, the proportion of tailings and Gobi aggregates, and slurry concentration have significant influence on the strength performance of backfill. Thus, the proportions of tailings and Gobi aggregates are 30 : 70, 25 : 75, 20 : 80, and 15 : 85. The proportions for the cement/(tailings + Gobi aggregates) are 1 : 3, 1 : 4, 1 : 6, 1 : 8, and 1 : 10. To make the paste backfill test specimens with the concentration of 75∼83%, mix the tailings, Gobi aggregates, and PC32.5 cement with a certain proportion; add water; and mix them uniformly. Then, pour the uniformly mixed paste backfill slurry into the steel tool with specification of 7.07 cm³. (After the tool is disassembled, the volume of specimen is 7.07 cm³.) Then put the test specimen into conservation cabinet with constant temperature and humidity, and test its uniaxial comprehensive strength on the 3rd, 7th, 28th, and 60th days, respectively.


## 2.6. Mechanical Test

Generally, in underground mining, it is necessary to test the independence of the disclosed backfill after the adjacent ores in the stope are mined. This means that the unconfined compressive strength of the backfill, namely, uniaxial compressive strength, needs to be tested. In this experiment, the uniaxial compressive strength of the backfill is tested by NYL-300 press machine, which is equipped with microprocessor control and record system. Two relatively flat opposites are selected as compression faces for the test, and the regulation together with loading is carried by the pressure sensor. By controlling the loading with the displacement at the speed of 1.5–2 mm/min, the uniaxial compressive strength is recorded till the test specimen is damaged, the stress is no longer increased, and press machine stops loading automatically. Thus, the final value is the average value of data while the uniaxial compressive strength of all backfill can be recorded and kept by the testing system.


## 3. Results

### 3.1. Effect of Tailings Content on the Strength of CPB

The specimens of the first group are used to study the influence of tailings content on the strength of CPB. The concentration is 77%, the proportion of cement/(tailings + Gobi aggregates) is 1 : 4; the proportion of tailings and Gobi aggregates is 5 : 85, 20 : 80, 25 : 75, and 30 : 70, respectively. Namely, in the dried materials without water, the percentage content of cement is 20% all along while that of Gobi aggregates is 68%, 64%, 60%, and 56%, respectively; the percentage content of tailings is 12%, 16%, 20%, and 24%, respectively. Figure1—the curve of the effect of the tailings content on the strength of CPB—shows the rule that the strength of the CPB changes with the percentage content of tailings. Based on the slump test, it is known the slump of the above four types of paste backfill slurry changes from 26.9 cm to 26.5 cm with increasing of tailings and decreasing of Gobi aggregates. This means that the more the tailings (as fine particles) added, the more the water that can be absorbed by the paste to reduce the slump of backfill slurry. As Figure 1 shows, the strength of the CPB specimen in different curing periods is increased along with the increase in tailings addition correspondingly. The strength amplification of the specimen with curing period of 3 days and 7 days is relatively small. Along the extension of the curing period, when it reaches 28 days and 60 days, the strength amplification of the specimen increases greatly. This indicates that, in a certain range, the addition of tailings is helpful to improve the strength of the specimen. As the tailings particles are relatively fine, they can be uniformly dispersed in the gap of Gobi aggregates with coarse particles and form dense structure. When affected by the external force, the coarse particles are not easy to dislocate. If there are more tailings particles with the percentage content of tailings reaching 20% and 24%, the particles of Gobi aggregates will be more tightly encapsulated. Therefore, macroscopically, this shows that the specimens have relatively high uniaxial comprehensive strength.Figure 1
Effect of the tailings content on the strength of CPB.According to the data and the trend of the curve, we analyze the change of paste filling strength with the tailings content, use statistical software for fitting test curve, and can get relations between tailings content (x) and paste filling strength (y). From Figure 2, we can see that the correlation coefficient is 0.9164∼0.98 when the logarithm character is used to describe the effect of the tailings content on the strength of the paste filling body at times of 3 d, 7 d, 28 d, and 60 d, which shows that the fitting effect is good, meeting the requirements. The common logarithmic expression is shown in (1), and the coefficient a1,b1 ranges are shown in Figure 1.(1)y=a1∗lnx−b1.Figure 2
Effect of cement content on the strength of CPB.


### 3.2. Effect of the Gobi Aggregates Content on the Strength of CPB

To study the effect of Gobi aggregates content on the strength of CPB, the specimens of the first group with the proportion and content of all materials as mentioned above are analyzed. The percentage content of Gobi aggregates is 56%, 60%, 64%, and 68%, respectively. Figure2—the effect of Gobi aggregates content on the strength of PCB—shows the rule that the strength of CPB changes with the change of Gobi aggregate content. As shown in Figure 2, as Gobi aggregates addition increases, the strength of CPB specimens in different curing periods decreases. The amplification of the test specimens with curing periods of 3 days and 7 days is relatively small. With the extension of the curing period, when it reaches 28 days and 60 days, the strength of the specimen increases rapidly. This indicates that, in a certain range, the addition of Gobi aggregates is unfavorable for the strength of the specimens. As Gobi aggregates particles are relatively coarse, proper addition of Gobi aggregates can improve the mechanical structure of particles in the backfill as well as the strength of CPB. However, with increase of addition, the structure will become relatively loose with less density due to the lack of fine particles to backfill the gap between the particles of Gobi aggregates. When affected by the external force, the coarse particles of Gobi aggregates will be dislocated mutually owing to the lack of fine particles for encapsulating. When the percentage content of Gobi aggregates reaches 64% and 68%, with relatively big external force, the fine particles cannot form dense structure to maintain the stability of the coarse particles of Gobi aggregates. Therefore, macroscopically, this shows that the specimens have relatively weak uniaxial comprehensive strength.Figure 3
Effect of the Gobi aggregates content on the strength of CPB.According to the data and the trend of the curve, we analyze the law of the paste filling body strength with the Gobi content changes. By using statistical software and getting fitting test curve, it is easy to get relationship between Gobi aggregate content (x) and paste filling body strength (y). It can be seen from Figure 3 that the correlation coefficient ranges from 0.954 to 0.9849 when quadratic polynomials are used to characterize the effect of Gobi aggregate content on the strength of paste filling body at times of 3 d, 7 d, 28 d, and 60 d, which means that the fitting effect is good. The common expression is shown in (2), and the coefficients ranges of a2,b2,c2 are shown in Figure 2.(2)y=−a2∗x2+b2∗x−c2.


### 3.3. Effect of the Cement Content on the Strength of CPB

The specimens of the second group are used to study the effect of cement content on the strength of CPB. The concentration is 77%, the proportion of tailings and Gobi aggregates is 20 : 80, and the proportion of cement/(tailings + Gobi aggregates) is 1 : 3, 1 : 4, 1 : 6, and 1 : 8, respectively. Namely, in the dried materials without water, the percentage content of tailings is 17.8%, 17.1%, 16%, and 15% while that of Gobi aggregates is 71.1%, 68.6%, 64%, and 60%, respectively; the percentage content of cement is 11.1%, 14.3%, 20%, and 25%, respectively. The curve of Figure3—the effect of the cement content on the strength of CPB—shows the rule that the strength of CPB changes with the percentage content of cement.Based on the slump test, it is known the slump of the above four types of paste backfill slurry changes from 26.2 cm to 26.9 cm with the increase of tailings and decrease of Gobi aggregates. This means that the more the cement (as fine particles) added, the more the water that can be absorbed by the paste to reduce the slump of backfill slurry. As Figure3 shows, the strength of the CPB specimen in different curing periods is increased with the increase of cement addition correspondingly. The strength amplification of the specimen with curing period of 3 days, 7 days, 28 days, and 60 days is relatively small with low cement content of 11.1% and 14.3%. With the increase of cement content reaching 20% or 25%, the strength amplification of the specimen increases greatly. This indicates that, in a certain range, the addition of cement is helpful to improve the strength of the specimen. As the cement particles are relatively fine, they can be uniformly dispersed in the gap of Gobi aggregates with coarse particles and form dense structure. The more the cement added, the more tighter the connection between coarse and fine particles. The coarse particles are not easy to dislocate even when affected by the external force. Therefore, macroscopically, this shows that the specimens have relatively high uniaxial comprehensive strength.According to the trend of data and curves, we analyze the law of paste filling strength with the change of cement content. By using statistical software, we get fitting test curve, and it is easy to get the function relation between cement content (x) and paste filling body strength (y). From Figure 3, we know that when the logarithmic function is used to characterize the effect of cement content on the strength of paste filling body at times of 3 d, 7 d, 28 d, and 60 d, the correlation coefficients range from 0.9577 to 0.9981, which indicates that the fitting effect is good and the accuracy meets the requirements. The logarithmic function expression is expressed by (3), and the range of the coefficients a3,b3 is shown in Figure 2.(3)y=a3∗lnx−b3.


### 3.4. Effect of the Slurry Concentration on the Strength of CPB

The specimens of the third group are used to study the effect of slurry concentration on the strength of CPB. The proportion of cement/(tailings + Gobi aggregates) is 1 : 6, and the proportion of tailings and Gobi aggregates is 20 : 80. The slurry concentration is 75%, 77%, 79%, 81%, and 83%, respectively. The curves in Figure4—the effect of the slurry concentration on the strength of CPB—show the rule that the strength of the CPB changes with the slurry concentration. As the result of the slump test shows, the slump of the above four types of paste backfill slurry decreases from 27.5 cm to 24.5 cm with the increase of the slurry concentration. This shows that the decrease of water addition leads to the decrease of the water contained in the paste, increase of the viscidity, weak liquidity, and relatively small slump. As Figure 4 shows, with the increase of the concentration, the strength of CPB specimens in different curing periods is improved correspondingly. When the concentration is 75% or 77%, the strength of the specimens in different curing periods increases slowly. With the increase of the concentration, reaching 79%, 81%, and 83%, the strength of the specimens increases rapidly. With the slope increase of curve, shown in Figure 4, in a certain range, there is a proportional relation between the specimen strength and slurry concentration. In other words, the strength of the specimen increases with the increase of content of solid material. On the other hand, from the micro perspective, when the concentration is relatively low, the backfill formed by the solidification of the backfill slurry contains much water that occupies space. When some free water leaves the backfill, the space will become tiny holes. Compared with the backfill with high concentration, the backfill specimens with low concentration have relatively more tiny holes. This leads to low volume weight. Because of loose connection between coarse particles, there is big compressibility and the integrity is easy to damage when affected by the external force. Macroscopically, the higher the concentration of the slurry is, the higher the uniaxial compressive strength of the specimens will be.Figure 4
Effect of the slurry concentration on the strength of CPB.According to the data and the trend of the curve, we analyze the law of paste filling strength with the filling slurry concentration change. By using statistical software, we get fitting test curve, and it is easy to get the function relation between paste concentration (x) and paste filling body strength (y). It can be seen from Figure 4 that when the linear function is used to characterize the effect of filling slurry concentration on the strength of paste filling bodies at times of 3 d, 7 d, 28 d, and 60 d, the correlation coefficients range from 0.9777 to 0.9959, which indicates that the fitting effect is good. The function expression is expressed by (4), and the range of coefficients a4,b4 is shown in Figure 4.(4)y=a4∗x−b4.


## 3.1. Effect of Tailings Content on the Strength of CPB

The specimens of the first group are used to study the influence of tailings content on the strength of CPB. The concentration is 77%, the proportion of cement/(tailings + Gobi aggregates) is 1 : 4; the proportion of tailings and Gobi aggregates is 5 : 85, 20 : 80, 25 : 75, and 30 : 70, respectively. Namely, in the dried materials without water, the percentage content of cement is 20% all along while that of Gobi aggregates is 68%, 64%, 60%, and 56%, respectively; the percentage content of tailings is 12%, 16%, 20%, and 24%, respectively. Figure1—the curve of the effect of the tailings content on the strength of CPB—shows the rule that the strength of the CPB changes with the percentage content of tailings. Based on the slump test, it is known the slump of the above four types of paste backfill slurry changes from 26.9 cm to 26.5 cm with increasing of tailings and decreasing of Gobi aggregates. This means that the more the tailings (as fine particles) added, the more the water that can be absorbed by the paste to reduce the slump of backfill slurry. As Figure 1 shows, the strength of the CPB specimen in different curing periods is increased along with the increase in tailings addition correspondingly. The strength amplification of the specimen with curing period of 3 days and 7 days is relatively small. Along the extension of the curing period, when it reaches 28 days and 60 days, the strength amplification of the specimen increases greatly. This indicates that, in a certain range, the addition of tailings is helpful to improve the strength of the specimen. As the tailings particles are relatively fine, they can be uniformly dispersed in the gap of Gobi aggregates with coarse particles and form dense structure. When affected by the external force, the coarse particles are not easy to dislocate. If there are more tailings particles with the percentage content of tailings reaching 20% and 24%, the particles of Gobi aggregates will be more tightly encapsulated. Therefore, macroscopically, this shows that the specimens have relatively high uniaxial comprehensive strength.Figure 1
Effect of the tailings content on the strength of CPB.According to the data and the trend of the curve, we analyze the change of paste filling strength with the tailings content, use statistical software for fitting test curve, and can get relations between tailings content (x) and paste filling strength (y). From Figure 2, we can see that the correlation coefficient is 0.9164∼0.98 when the logarithm character is used to describe the effect of the tailings content on the strength of the paste filling body at times of 3 d, 7 d, 28 d, and 60 d, which shows that the fitting effect is good, meeting the requirements. The common logarithmic expression is shown in (1), and the coefficient a1,b1 ranges are shown in Figure 1.(1)y=a1∗lnx−b1.Figure 2
Effect of cement content on the strength of CPB.


## 3.2. Effect of the Gobi Aggregates Content on the Strength of CPB

To study the effect of Gobi aggregates content on the strength of CPB, the specimens of the first group with the proportion and content of all materials as mentioned above are analyzed. The percentage content of Gobi aggregates is 56%, 60%, 64%, and 68%, respectively. Figure2—the effect of Gobi aggregates content on the strength of PCB—shows the rule that the strength of CPB changes with the change of Gobi aggregate content. As shown in Figure 2, as Gobi aggregates addition increases, the strength of CPB specimens in different curing periods decreases. The amplification of the test specimens with curing periods of 3 days and 7 days is relatively small. With the extension of the curing period, when it reaches 28 days and 60 days, the strength of the specimen increases rapidly. This indicates that, in a certain range, the addition of Gobi aggregates is unfavorable for the strength of the specimens. As Gobi aggregates particles are relatively coarse, proper addition of Gobi aggregates can improve the mechanical structure of particles in the backfill as well as the strength of CPB. However, with increase of addition, the structure will become relatively loose with less density due to the lack of fine particles to backfill the gap between the particles of Gobi aggregates. When affected by the external force, the coarse particles of Gobi aggregates will be dislocated mutually owing to the lack of fine particles for encapsulating. When the percentage content of Gobi aggregates reaches 64% and 68%, with relatively big external force, the fine particles cannot form dense structure to maintain the stability of the coarse particles of Gobi aggregates. Therefore, macroscopically, this shows that the specimens have relatively weak uniaxial comprehensive strength.Figure 3
Effect of the Gobi aggregates content on the strength of CPB.According to the data and the trend of the curve, we analyze the law of the paste filling body strength with the Gobi content changes. By using statistical software and getting fitting test curve, it is easy to get relationship between Gobi aggregate content (x) and paste filling body strength (y). It can be seen from Figure 3 that the correlation coefficient ranges from 0.954 to 0.9849 when quadratic polynomials are used to characterize the effect of Gobi aggregate content on the strength of paste filling body at times of 3 d, 7 d, 28 d, and 60 d, which means that the fitting effect is good. The common expression is shown in (2), and the coefficients ranges of a2,b2,c2 are shown in Figure 2.(2)y=−a2∗x2+b2∗x−c2.


## 3.3. Effect of the Cement Content on the Strength of CPB

The specimens of the second group are used to study the effect of cement content on the strength of CPB. The concentration is 77%, the proportion of tailings and Gobi aggregates is 20 : 80, and the proportion of cement/(tailings + Gobi aggregates) is 1 : 3, 1 : 4, 1 : 6, and 1 : 8, respectively. Namely, in the dried materials without water, the percentage content of tailings is 17.8%, 17.1%, 16%, and 15% while that of Gobi aggregates is 71.1%, 68.6%, 64%, and 60%, respectively; the percentage content of cement is 11.1%, 14.3%, 20%, and 25%, respectively. The curve of Figure3—the effect of the cement content on the strength of CPB—shows the rule that the strength of CPB changes with the percentage content of cement.Based on the slump test, it is known the slump of the above four types of paste backfill slurry changes from 26.2 cm to 26.9 cm with the increase of tailings and decrease of Gobi aggregates. This means that the more the cement (as fine particles) added, the more the water that can be absorbed by the paste to reduce the slump of backfill slurry. As Figure3 shows, the strength of the CPB specimen in different curing periods is increased with the increase of cement addition correspondingly. The strength amplification of the specimen with curing period of 3 days, 7 days, 28 days, and 60 days is relatively small with low cement content of 11.1% and 14.3%. With the increase of cement content reaching 20% or 25%, the strength amplification of the specimen increases greatly. This indicates that, in a certain range, the addition of cement is helpful to improve the strength of the specimen. As the cement particles are relatively fine, they can be uniformly dispersed in the gap of Gobi aggregates with coarse particles and form dense structure. The more the cement added, the more tighter the connection between coarse and fine particles. The coarse particles are not easy to dislocate even when affected by the external force. Therefore, macroscopically, this shows that the specimens have relatively high uniaxial comprehensive strength.According to the trend of data and curves, we analyze the law of paste filling strength with the change of cement content. By using statistical software, we get fitting test curve, and it is easy to get the function relation between cement content (x) and paste filling body strength (y). From Figure 3, we know that when the logarithmic function is used to characterize the effect of cement content on the strength of paste filling body at times of 3 d, 7 d, 28 d, and 60 d, the correlation coefficients range from 0.9577 to 0.9981, which indicates that the fitting effect is good and the accuracy meets the requirements. The logarithmic function expression is expressed by (3), and the range of the coefficients a3,b3 is shown in Figure 2.(3)y=a3∗lnx−b3.


## 3.4. Effect of the Slurry Concentration on the Strength of CPB

The specimens of the third group are used to study the effect of slurry concentration on the strength of CPB. The proportion of cement/(tailings + Gobi aggregates) is 1 : 6, and the proportion of tailings and Gobi aggregates is 20 : 80. The slurry concentration is 75%, 77%, 79%, 81%, and 83%, respectively. The curves in Figure4—the effect of the slurry concentration on the strength of CPB—show the rule that the strength of the CPB changes with the slurry concentration. As the result of the slump test shows, the slump of the above four types of paste backfill slurry decreases from 27.5 cm to 24.5 cm with the increase of the slurry concentration. This shows that the decrease of water addition leads to the decrease of the water contained in the paste, increase of the viscidity, weak liquidity, and relatively small slump. As Figure 4 shows, with the increase of the concentration, the strength of CPB specimens in different curing periods is improved correspondingly. When the concentration is 75% or 77%, the strength of the specimens in different curing periods increases slowly. With the increase of the concentration, reaching 79%, 81%, and 83%, the strength of the specimens increases rapidly. With the slope increase of curve, shown in Figure 4, in a certain range, there is a proportional relation between the specimen strength and slurry concentration. In other words, the strength of the specimen increases with the increase of content of solid material. On the other hand, from the micro perspective, when the concentration is relatively low, the backfill formed by the solidification of the backfill slurry contains much water that occupies space. When some free water leaves the backfill, the space will become tiny holes. Compared with the backfill with high concentration, the backfill specimens with low concentration have relatively more tiny holes. This leads to low volume weight. Because of loose connection between coarse particles, there is big compressibility and the integrity is easy to damage when affected by the external force. Macroscopically, the higher the concentration of the slurry is, the higher the uniaxial compressive strength of the specimens will be.Figure 4
Effect of the slurry concentration on the strength of CPB.According to the data and the trend of the curve, we analyze the law of paste filling strength with the filling slurry concentration change. By using statistical software, we get fitting test curve, and it is easy to get the function relation between paste concentration (x) and paste filling body strength (y). It can be seen from Figure 4 that when the linear function is used to characterize the effect of filling slurry concentration on the strength of paste filling bodies at times of 3 d, 7 d, 28 d, and 60 d, the correlation coefficients range from 0.9777 to 0.9959, which indicates that the fitting effect is good. The function expression is expressed by (4), and the range of coefficients a4,b4 is shown in Figure 4.(4)y=a4∗x−b4.


## 4. Application of Paste Backfill in Production

In production of Ashele Copper Mine, the tailings, Gobi aggregates, and cement are premixed by horizontal mixer in the first phase and discharged through discharge outlet into the second-phase horizontal mixer for intensive mixing. Then, the paste backfill slurry with better homogeneity and high viscidity is ready, presenting the significant characteristics of the paste. During the preparation of paste filling slurry, when the concentration of paste reaches 81% or so, the paste will become more viscous, and sometimes it will adhere to the surface of the mixing equipment and the flowing parts, resulting in scaling, thus affecting the normal production. In this process, paste preparation station is usually equipped with production inspectors, using tools such as high-pressure water gun or drill rod, cleaning up the paste materials bonded on the equipment in time to enable the normal operation of the relevant equipment. The uniform paste backfill slurry is transported into the drilling hopper after screening and then sent to the goaf for backfill through the borehole and underground backfill pipeline. Figure5 shows the preparation process of the paste backfill slurry with Gobi aggregates as the main component. The paste backfill slurry in mushy state shows good performance. Figure 6 shows the status of paste backfill slurry in the boreholes after screening.Figure 5
Preparation of paste filling slurry.Figure 6
Paste filling slurry flowing into borehole.As the paste backfill slurry of Ashele Copper Mine has high concentration and little water content, the dehydration is unnecessary after it enters into the stope. Therefore, there is no need to install the filter in stope and decrease the backfill cost. In general, the water in the backfill slurry can be consumed in two ways. First, the hydration of cement can consume some water that exists in the form of molecule bound water. Meanwhile, the water inside the backfill is generally kept for a long time if it is not high or dry. Second, some water is derived from fractures of the ore rock; namely, we can use the fracture and boreholes in the ore rock as the channel and enable the ore rock to absorb some free water.The paste backfill slurry of Ashele Copper Mine contains less water. Besides, there is little underground water, so it is dry. Therefore, when the slurry enters into the stope, some water is rapidly absorbed by the ore rock. Therefore, the concentration of the paste backfill slurry increases. The solidification and hardening of the paste in stope are faster than those in the laboratory. The strength of the backfill increases rapidly. In general, on the second day after backfill, the backfill surface has relatively high strength. Regarding the stope of Ashele Copper Mine with VCR mining, the paste [cement/(tailings + Gobi aggregates) = 1 : 4] is used at the bottom, the paste [the cement/(tailings + Gobi aggregates) = 1 : 4, 1 : 6, and 1 : 8] is used in the middle part. Before mining the ore pillar in the second step, it is necessary to excavate the tunnels at the bottom of the backfill in the ore house. This requires the backfill to have high strength to prevent the backfill from collapse when excavating tunnels in the paste backfill ([cement/(tailings + Gobi aggregates)] = 1 : 4). During excavating tunnels in the backfill, the backfill has good integrity. The cross section of the tunnel is regular. The back and both sides of backfill have dense structures without any loosing or delaminating. When the backfill around the roadway is beaten by the rock, the echo is clear, and the mechanic performance is good. The tunnel excavating process inside the big backfill by heading machine is shown in Figure7. As we can see, the ore removal roadway formed by excavating has good and complete structure. The imprinting grinded by the cone of the heading machine is clearly distributed in the roof and both sides, indicating good strength and integrity of backfill. Figure 8 shows the status of tunnel after excavation.Figure 7
Excavating tunnel in paste backfill.Figure 8
Completed tunnel in paste backfill.From Figures7 and 8 and long-term observation in the field, it can be seen that the performance of paste filling material can keep stable for a long time in the later period of use, and with the extension of time, the strength of the exposed paste also increased to a certain extent. During the course of transporting ore by LHD, the paste did not collapse and fall. As the performance of paste filling material is uniform, the high stress in the stratum has not destroyed the paste filling material. From the surface of the roadway in the paste, it can be seen that after the extrusion of the roadheader, the surface of the paste has been squeezed more densely, as if a layer of thick crust is formed, with basically no cracks, so the high-stress areas of the tunnel provided a better protection.


## 5. Conclusion

Ashele Copper Mine is the first copper mine that successfully uses Gobi aggregates with coarse particles as main composition to prepare the paste in China. As Ashele Copper Mine has rich Gobi aggregates, they are convenient to get with low price which creates conditions for effective utilization. In general, adding proper coarse materials can not only improve the size grading combination of backfill, but also promote the strength of backfill. Adding proper tailings is favorable for preparing paste with good performance, reducing the abrasion on the pipeline, improving the strength of backfill, and forming dense and stable structure. This helps to maintain mechanical framework of inner particles in backfill and provides safe environment for production. Even though we have achieved success by using Gobi aggregates with coarse particles as main composition to prepare the backfill, Ashele Copper Mine still faces challenges in other aspects. For instance, when we use the coarse aggregate to prepare the backfill slurry, the bend is quite easy to wear, and the cost of pipeline maintenance and change is relatively high. The abrasion on the pipeline can be reduced with more tailings, which has negative impact on the strength of CPB.In the process of preparing paste with coarse aggregate, it is very important to prevent the deposition and segregation of the granular materials in the paste, which often restricts the daily production schedule. In view of the effect of using tailings with high sulfur and iron content as filling materials to prepare cemented paste filling materials, in the process of large-scale underground mining in Ashele Copper Mine, the self-supporting ability of paste filling materials is better, there is no collapse or flake falling and, the proportion of all kinds of filling materials used in production is reasonable through test and field verification.This research reveals the rule about the effect of tailings content, Gobi aggregates content, cement content, and slurry concentration on the strength of CPB. As the results show, when the addition amount of Gobi aggregates is within 56%∼68%, the strength of CPB tends to decrease as addition amount of Gobi aggregates increases. When the addition amount of tailings is within the range of 12%∼24%, the strength of CPB increases with the increase of tailings. The addition of both backfill materials plays different roles in maintaining the pipeline. As tailings of Ashele Copper Mine are valuable in use, under the premise of ensuring the strength of CPB, it is suggested that tailings are used as backfill material as little as possible. Even though the backfill with good performance is formed when the proportion of tailings and Gobi aggregates is 30 : 70, the proportion for both materials is finally confirmed at 20 : 80 in production in consideration of the usage value of tailings. When the addition amount of cement is 20% [cement/(tailings + Gobi aggregates) = 1 : 4] and the concentration is 77%, the strength of CPB reaches 5.62 MPa. According to tunnels excavating by heading machine in the backfill at the bottom of VCR stope, the backfill [cement/(tailings + Gobi aggregates) = 1 : 4] has good stability and integrity. No collapse or delamination occurs even without support in roadway. When the ores of adjacent stopes are mined, the backfill with cement content of 11.1%, 14.3%, 20%, and 25% is exposed. During the whole mining process, no collapse or delamination occurs presenting good independence of the backfill. Therefore, the proportion of the backfill used in production is rational according to the test and field validation.



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*Source: 6624915-2021-02-16.xml*