Pore Structure Characteristics and Its Effect on Mechanical Performance of Cemented Paste Backfill

Abstract

The development of cemented paste backfilling (CPB) technology has made an important contribution to the mining economy. As a kind of porous material, the pore structure characteristic of cemented paste backfill (CPB) is strongly correlated to its mechanical properties. In this study, CPB specimens were prepared with tailings/cement ratios (T/C ratio) of 4, 6, 10 and curing durations of 3, 7, 14, and 28 days, respectively. Pore structures characteristics of CPB specimens were investigated using nuclear magnetic resonance (NMR) and scanning electronic microscopy (SEM). The uniaxial compressive strength (UCS) was adopted to illustrate the mechanical property of CPB specimens. The coupling effects of T/C ratio and curing time on the pore characteristics of CPB as well as the effect of pore size on the UCS were analyzed. The results indicated that: 1) the microstructural integrity of CPB was highly related to the development status of the pore structure, which can be represented by micro-parameters like porosity, average pore area, etc. 2) a similar normal distribution curve was observed from the four kinds of pore structure in CPB. As the curing time increased, the peak of the pore size curve shifted left, and the peak value decreased, which means that the pore size in CPB decreased and became much concentrated; 3) the extension of the most probable pore size led to the cross-connection of pores and resulted in the fracture of CPB, which was shown as a crack on the main section.

Introduction

The cemented paste backfill (CPB) technology has been widely used in recent years due to technical, economical, and environmental benefits (Yilmaz et al., 2011a; Lu et al., 2018; Qi et al., 2018a; Liu et al., 2020). In the deep mining, CPB could control the ground pressure to protect mine workers from roof subsidence. Diverting tailing into underground stopes could reduce surface tailing disposal and environmental hazards as well as cut the costs of tailings management (Hu et al., 2004; Yilmaz et al., 2011b; Qi et al., 2018b; Qi et al., 2018c; Cao et al., 2019). Generally, CPB is a kind of three-phase cementitious composite material, that includes solid particles (tailings, cement, etc.), water and pores, produced with three ingredients, i.e., tailings, cement, and mixing water (Benzaazoua et al., 2002; Yilmaz et al., 2010; Li et al., 2016). During the consolidation process of CPB, large numbers of pores with different size would form around the hydration products, which has an important influence on the mechanical properties (Huang et al., 2021) and flow characteristics (Jiang et al., 2020) of CPB.

At present, scanning electron microscope (SEM) and nuclear magnetic resonance (NMR) are widely used in microstructure analysis of various materials. Due to its good results, high efficiency, and low consumption. SEM has been successfully applied to study the microstructure of concrete, rock, and soil. Complex micro-pore structure characteristics of backfill can be observed through SEM (Xu et al., 2015; Li et al., 2016; Liu et al., 2021). Meanwhile, SEM images can be used to analyze the pore structure, hydration process and hydration products of cementing backfill (Cihangir et al., 2012; Wu et al., 2015; Chen et al., 2017; Koohestani and Belem, 2017; Liu et al., 2017; Chen et al., 2018; Zhou et al., 2014). In order to obtain the quantitative description of SEM images, Liu et al. (2011) developed Particles (Pores) and Cracks Analysis System (PCAS) software, in which the image recognition technology was employed to conduct quantitative analysis on soil microstructure. However, SEM can only analyze the local microstructure of the filling body due to the restriction of the sampling area. NMR technology can make up for the inadequacy of SEM in overall pore structure analysis and has been widely adopted in rock micro-pore structure investigation because of its advantages of no destruction and rapid detection. For example, based on NMR technology, Zhou et al. (2012) and Wang et al. (2017) studied the pore characteristics of rocks and the pore structure of cement asphalt mortar, respectively; Ji et al. (2017) examined the fractal features of pore structure in fresh cement slurry.

On the other hand, many efforts have been made to investigate the pore structure of backfill to get better unconfined compressive strength (UCS), recently. Xing et al. studied the effect of fineness of tailings on the pore structure of cementing backfill (Li et al., 2016). Liu et al. studied the effect of cement particle shapes on the capillary structure of hardened cement slurry through numerical simulations (Liu C et al., 2018). Ma et al. analysed the effects of adding superabsorbent polymer (SAP) on the performance of cement-based material and its pore structure (Ma et al., 2017). Those studies are valuable in engineering from the perspective of understanding the effects of material granularity and additives on pore structure. However, there still exists three problems that need to be further explored with respect to the microstructure of CPB: 1) how to determine the relationship between the microstructure and mechanical properties quantitatively; 2) the coupling effects of tailings cement ratio (T/C ratio) and curing time on the development process of pore structure; and 3) the relationship between the failure mechanism and the pore structure in CPB.

The objective of this paper was to assess the coupling effect of tailings cement ratio and curing time on microstructural parameters (such as average pore area, T₂ spectrum area etc.) and UCS of CPB specimens, which were prepared with different tailings cement ratios. Therefore, a series of tests including SEM test, NMR test, and UCS test have been performed, then the relationship between the pore structure parameters of CPB and the UCS was investigated. Finally, the effects of different pore sizes on the failure process in CPB was discussed. The results of this study could provide a reference for the pore characteristics investigation of CPB and accelerate the application of CPB in the future.

Materials and Methodology

Materials Used

The tailings utilized in this study were obtained from Xianglushan tungstic mine, located in Jiangxi Province of China. The particle size distribution (PSD) of tailings is shown in Figure 1, and the related physical characteristics of tailings are summarized in Table 1. Figure 1 indicates that the d₁₀, d₅₀, d₆₀ were 11.8, 105, and 134.1 μm, respectively, while the non-uniformity coefficient (d₆₀/d₁₀) was 11.36. The main chemical compositions of tailings are presented in Table 2. The binder used was P.O 32.5 Portland cement based on Chinaʼs Common Portland Cement Standard (No. GB175-2007), and its main chemical compositions are summarized in Table 3. The water used for CPB preparation was tap water (Liu L et al., 2018).

FIGURE 1

Preparation of CPB Specimens

Because the solid concentration of 72 wt% can ensure the liquidity requirement during CPB transportation, three kinds of CPB specimens with the solid concentration of 72 wt%, and T/C ratios of 4, 6, and 10 were prepared, respectively, (Koohestani and Belem, 2017; Qi et al., 2018a). The mine tailings, cement, and tap water were mixed with a mortar mixer. The CPB slurry was stirred evenly in cylindrical bottom-drained column moulds (∅50 mm × 100 mm). After a rest period, CPB specimens were placed into a curing box at a temperature of 20 ± 1°C and a relative humidity of 95 ± 1% (Yin et al., 2018). Then the specimens, cured for 3, 7, 14, and 28 days, were evaluated by SEM test, NMR test, and UCS test, respectively. In this paper, all experiments were performed at room temperature in accordance with the related test manuals and literatures, specific methods are descripted as follows.

Experimental Implementation

NMR Test

The MacroMR12-150I test system (Suzhou Niumag Analytical Instrument) was performed for NMR test, as shown in Figure 2. The prepared CPB specimens were covered with a layer of Polytetrafluoroethylene (PTFE) to avoid moisture loss before the NMR test. The NMR tests involve two sequential steps, i.e., excitation status and reception status. Excitation status is used to excite the signals of CPB specimens, while reception status is to convert analog signals to digital signals. According to the operational procedures, each CPB specimen (ф 50 mm × 100 mm) was tested three times, the specific test method can be found in a previous study (Liu C et al., 2018). Finally the distributions of pores size in CPB could be examined through the T₂ spectra analysis.

FIGURE 2

Liu L et al., 2018).

UCS Test

After the NMR test, CPB specimens were covered with a layer of Polytetrafluoroethylene (PTFE) again and sent to the UCS laboratory immediately. The UCS measurements were performed on CPB specimens (50 mm × 100 mm) using an electrohydraulic servo universal testing machine (MTS C43.504, MTS Systems Corporation, United States) to investigate the relationship between the UCS and pore size in CPB specimens. The UCS tests were conducted with a constant displacement-speed of 1 mm/min. For each experimental scenario, three identical specimens were tested and their average UCS values were recorded for further analysis.

SEM Test

After the aforementioned UCS test, the samples of SEM test were obtained from the central part of each CPB specimen. The specimens were coated with a layer of metal conductive film in a vacuum coating machine, and then were scanned with a JSM-6460LV scanning electron microscope produced by Nippon Electronics Company (JEOL). To avoid the human error, we conducted three times on each specimen. After that, the SEM images were quantitatively analyzed using the software of Particles (Pores) and Cracks Analysis System (PCAS) to evaluate the micro-parameters such as apparent porosity ratio, average pore area etc. For the former, it is a ratio of the pore area to the total specimen area in SEM test. And it is a two-dimensional parameter, which could indirectly indicate the pore variation trend in CPB (Koohestani and Belem, 2017). For the latter, it is a parameter which depends on the average pore length and average pore width. It could indicate the average size of pores and reflect the pore size variation in CPB specimens (Koohestani and Belem, 2017).

Results and Discussion

Pore Characteristic Parameter Analysis

SEM Analysis

(1) Qualitative Analysis on CPB Specimens

The variation tendency of the pore structure in CPB during its curing period can be observed directly by SEM image, as shown in Figure 3. At the same curing time, the pore structure in CPB gradually became worse with the increased tailing/cement ratio (T/C ratio), due to more and more generated pores (especially macro-pores) and ettringite (AFt). Because hydration productions at an early curing time (such as 3 days) were less and could not fully fill the pore structure (Chen et al., 2021). Therefore, we can clearly see that there were a large amount of needle-like ettringites and pores with different sizes. When the curing period was 14 days, on the one hand, more and more C-S-H and needle-like ettringites were produced by cement hydration. On the other hand, macro-pores were unceasingly filled by those stuffs and subsequently became the pores with smaller size. Therefore, internal microstructure integrity of CPB specimens gradually became higher than before.

FIGURE 3

However, the hydration process in CPB specimens gradually slows down as curing time increased. such as with a curing time of 28 days. In this case, the larger pore cannot be further filled by hydration productions, therefore the change of pore structure in CPB gradually became stabilized, finally formed the unique pore characteristics of CPB. Under this circumstance, the coupling effect of curing time and T/C ratio seems to be negligible. Meanwhile, it manifested that the UCS decreased with the increase of T/C ratio due to less hydration products.

(2)Quantitative Analysis on CPB Specimens

Figure 4 shows the relationships among apparent porosity ratio and average pore area of CPB and curing time. As shown in Figure 4, as curing time increased, the apparent porosity ratio of CPB with T/C ratios of 4, 6 and 10, decreased from 4.04 (3 days) to 2.03 (28 days), from 4.87 (3 days) to 2.18 (28 days), from 6.6 (3 days) to 3.4 (28 days), respectively. The micro-structural integrity in CPB approximately increased by 51.86%, due to the pore structure in CPB improved by curing time, although the initial T/C ratio is different. Meanwhile, the average pore area had a nearly inverse proportional relation to the curing time. As curing time increased, the average pore area decreased from 342.26 (3 days), 424.79 (3 days), and 549.33 (3 days) to 195.63 (28 days), 266.12 (28 days), and 299.38 (28 days), respectively. The micro-structural integrity in CPB increased by about 41.43%. The results indicated that the apparent porosity ratio is highly correlated with the average pore area, both of them could illustrate the development of pore structure characteristics in CPB.

FIGURE 4

NMR Analysis

Due to the defects of SEM sampling, in this section we used T₂ spectrum area, porosity (NMR) as parameters to quantitatively investigate the pore structure characteristics in CPB. Generally, the NMR relaxation time and T₂ spectrum area were proportional to the liquid content of the rock (Zhang and Xiao., 2006). To be specific, a shorter relaxation time (T₂) indicates a smaller pore size. Thus the area of zone enclosed by the T₂ spectrum amplitude and x-axis indicates the porosity (NMR) of CPB. Furthermore, the pore size distribution in CPB could be obtained by the conversion of T₂ spectrum distribution as well.

Table 4 shows the results of T₂ spectrum of CPB. If the T/C ratio was set to be a certain value (4, 6, and 10), as the curing time increased, the spectrum area decreased. The same goes for the porosity (NMR). To be specific, the porosity (NMR) of CPB with T/C ratios of 4, 6, and 10 decreased from 11.75 (3 days), 18.65 (3 days), and 12.94 (3 days) to 2.45 (28 days), 3.57 (28 days), and 4.46 (28 days), respectively. The micro-structural integrity in CPB approximately increased by 80.86%. There seems to be a negative correlation between the integrity in CPB and the parameters, such as T₂ spectrum area, and porosity (NMR). It is also negatively correlated with UCS. Although the integrity values obtained by different analysis methods were obviously different, both SEM and NMR analyses demonstrated that the internal pore structure of CPB became much better as the curing time increased.

Pore Size Analysis

Classification of Pore Size

As aforementioned, pore structure characteristics in CPB have a close relationship with the hydration process. However, the pore structure in CPB would become stabilized to form its own unique pore characteristics as the curing period increased. The reason is that the cement hydration process gradually slows down, and even stops. Therefore, in this section, the pore size in CPB was divided into four types according to the related literature (Yang et al., 2010), including gel pores (pore size <10 nm), transition pores (pore size = 10–100 nm), capillary pores (pore size = 100–1,000 nm), and macro-pores (pore size > 1,000 nm), as shown in Table 5.

Pores Size Characteristics Analysis

(1) Effect of Curing Time on Pore Size

In this section, CPB specimens with a T/C ratio of 4 were taken as an example to study the effect of curing time on the development of pore size in CPB. Figure 5 shows the proportion of different pore sizes in CPB during the curing period. As shown in Figure 5, as the curing time increased, the gel pore (<10 nm) increased, while the transition pores (10–100 nm) decreased. To be specific, the volume percentage of gel pores gradually increased from 2.65% (3 days) and 4.75% (7 days) to 46.37% (14 days) and 48.96% (28 days), while the transition pores decreased from 89.73% (3 days) and 92.16% (7 days) to 44.75% (14 days) and 43.14% (28 days), respectively. It is interesting that these two kinds of pores seem to maintain a dynamic balance. However, the volume percentage of capillary pores (100–1,000 nm) keeps a stable level (about 9.46%) while the macro-pores are negligible (about 0.05%) during the whole curing period. This means that the hydration products continuously increase with the curing time, but it just has a significant influence on the pore size of 10–100 nm. The effect of the hydration products has little impact on the pore sizes above 1,000 nm, which have a good agreement with the results of SEM analysis.

FIGURE 5

As shown in Figure 5, when the curing time is 3 days, the percentage of different pores in CPB exhibits a similar normal distribution. To be more specific, the peak of the curve is the most probable pore size (10–100 nm), namely the pore size with the largest proportion in CPB, the pore size between 0 and 10 nm and that between 100 and 1,000 nm located on the two sides of the peak, respectively. As the curing time increased, these four kinds of pore sizes in CPB keep the similar normal distribution, the pore sizes below 10 nm and above 100 nm distributed at the two sides all the time, while the pore size within 10–100 nm always occupies the peak of the curve.As the curing time increased, the peak shifted left due to the pore size in CPB decreased, meanwhile the peak reduced because the percentage of different pores distributed more concentrated. Generally, the dominant pore size has an important influence on material characteristics (Yaohua et al., 2018), therefore the effect of the dominant pore size on the mechanical property of CPB will be discussed in The Effect of Pore Size on Failure Process of CPB.

(2) Effect of T/C Ratio on Pore Size

Figure 6A shows the NMR T₂ spectrum of CPB specimens with different T/C ratios, the corresponding pore volume percentage in CPB is shown in Figure 6B, in which there were two distinct peaks on T₂ spectrum when the curing time is 3 days or 7 days. Generally, the area of the first peak was about 76.105–99.701% of the total area of T₂ spectrum, while the second peak was about 0.299–23.340% of the total area. However, we found a third peak and a fourth peak when the curing periods were 14 and 28 days, respectively. The third peak or the fourth peak areas are very small, accounted for only 0.1% of the total area. This means that local pore size in CPB increased unexpectedly due to the coupling influence of C/T ratio and curing time.

FIGURE 6

Figure 6B shows that when the curing time was 3 days, the volume percentage of pores between 10 and 100 nm decreased continuously with the increase of T/C ratio, while the pore size between 100 and 1,000 nm increased. The macro-pores (pore size >1,000 nm) were very few, but it exhibited an uptrend. When the curing time increase to 7, 14 or 28 days, the volume percentages of pore size between 10–100 nm and 100–1,000 nm increased continuously with the increased T/C ratio, while pore size (<10 nm) decreased gradually. This means that with the increase of T/C ratio, the cement content in CPB descended. As a result, the hydration products were too few to fully fill the pores with large size, which is in good agreement with the aforementioned analysis.

The Effect of Pore Size on Failure Process of CPB

In this section, CPB with a curing time of 28 days and a T/C ratio of 4 was taken as an example to evaluate the effect of pore size on the failure process of CPB. Meanwhile, because of the development characteristic of pore structure in CPB, the most probable pore size was used to study the effect of pore size on the failure process of CPB.

Figure 7 shows the failure mode of CPB after UCS test. As shown in Figure 7, the failure mechanism of CPB was mainly shear failure due to the main fracture through the shear slip surface. According to the mesomechanics theories and related literatures (Luo et al., 2000; Gregerová and Všianský, 2009), the failure essence of CPB is the results of micro-damage as well as the accumulation and development of micro-fracture. Generally, during the UCS test, pores with pore size within 10–100 nm (as the most probable pore size) were compacted to be micro-crack due to the gradual increase of the load. Then, the micro-fracture will not disappear but extend to form the main cracks together with the nearby micro-crack, when the higher load further added, finally resulted in the main failure surface throughout CPB. As for macro-pores, which accounted for only 0.05% of the total pores, just leaded to the partial peeling-off of CPB rather than the generation of the main crack section, as shown in Figure 7. Therefore, it is significantly important to make an investigation and control on the most probable pores size (the dominant pore sizes) for predicting the failure mechanism of CPB.

FIGURE 7

Conclusion

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