Research Article  Open Access
Study on Relationship between UCS of Cemented Tailings Backfill and Weight Losses of Hydration Products
Abstract
The weight losses of cementbased material samples were often used to characterize the content of their hydration products and explain the strength changes of cementbased materials. However, the quantitative relationship has not been studied between the weight loss of hydration products and strength of cementbased materials. This paper studied the relationship between the strengths of cemented tailings backfills (CTBs) and the weight losses of its hydration products. The CTB samples have been done, especially on different binders, cementtailing ratios, mass concentrations, and different curing ages. The uniaxial compressive strength (UCS) experiments were used to test the mechanical strength of samples; Xray diffraction (XRD) experiments were used to test the crystalline phases of hydration products by samples; thermal analyses (thermogravimetric and differential thermogravimetric (TG/DTG)) experiments were used to test the weight losses of hydration products. By means of regression analysis, the relationship model was established between the UCS of CTB and the weight losses of hydration products at different concentrations. The results show that there is a strong linear correlation between the UCS and the weight loss of the hydration product calcium silicate hydrate (CSH) for the CTB made of glue powder, while the UCS is related to the weight losses of CSH and Ca(OH)_{2} for the CTB made of ordinary Portland cement. The results acquired by this paper provide a scientific basis for studying hydration products by thermal analyses and explaining the strength changes of cementbased materials.
1. Introduction
During the consolidation process of the cemented tailings backfill (CTB), ettringite (Aft), hydrated calcium silicate (CSH), calcium hydroxide, and other hydration products will be produced [1–4]. The strength of backfill is closely related to the content of these hydration products [5, 6]. Thermal analyses (thermogravimetric and differential thermogravimetric (TG/DTG)) are often used to study the hydration products of cementbased materials, and the weight losses of the hydration products are obtained by TGDTG experiments [7–11].
Many scholars have used the weight losses of the hydrated products to characterize the relative or absolute content of the hydrated product, thereby explaining the change of the strength of the cementbased material. Fall studied the relationship between the strength of the backfill and the hydration products. It was found by thermal analyses that endothermic peaks and weight losses in the 50∼150°C, 450°C, and 750°C temperature ranges are higher for the PCI (backfill made of Portland cement type I) specimens than for the FA (backfill made of fly ash), so it is considered that the content of CSH, AFt, Ca(OH)_{2,} and CaCO_{3} formed with PCI is higher than FA, and the strength of PCI specimens is higher [12]. Jiang et al. analyzed the TG/DTG curve of CPB (cemented paste backfill) at different curing temperatures. A comparison of the TG/DTG diagrams for the CPBs shown that the first and second peaks or changes in weight were much higher for CPB cured at 23.5°C, and it indicated that more hydration products (e.g., calcium hydroxide and C–S–H) are formed in CPB, so its yield stress was higher [13]. Kun and Fall studied the TG/DTG curve of CPB samples under different curing conditions. It was found that their weight loss (at temperatures between 110°C and 200°C) of the sample cured at 35°C is greater than the sample cured at 20°C. And the sample cured at 35°C is considered to produce more hydration products in the CPB sample [14]. Wang et al. researched the TG curve of slagfly ash composite cement. It is believed that the CSH and CAH (calcium hydrated calcium aluminate) dehydrates when heated to 100∼400°C, and Ca(OH)_{2} is decomposed when heated to 400∼500°C. The amount of hydration product was analyzed by the weight loss at the two temperature ranges [15]. Hou et al. carried out TG/DTG experiments on a new cementitious material (NCM) and ordinary Portland cement (OPC) samples. It indicated that the weight loss of the NCM sample at 110∼200°C is more than OPC. And it is believed that more cementbased hydration products were generated in the NCM, so the stress of the NCM sample is higher [16]. Ding quantitatively analyzed the hydration products of concrete materials by means of thermal analyses [17].
According to the above studies, we found that two main disadvantages exist in these studies. On the one hand, the thermal decomposition temperature of AFt is similar to CSH gels. If no special treatment is applied to the samples, two weight loss peaks often coincide [18, 19]. Hence, the weight loss before 200°C is only considered to be the weight loss peak of one of AFt or CSH gels is unreasonable. On the other hand, it is not reasonable that calculating the CSH gel content by weight loss of CSH gel. Furthermore, it is also unsuitable for explaining the strength change. Because the hydration product CSH gel is amorphous and its chemical composition is not fixed, it is difficult to quantitatively analyze CSH gel according to its weight loss. At present, it is difficult to quantitatively determine the content of hydration products, especially the CSH gel cannot be determined by thermal analyses, but the relationship can be directly studied between the strength and weight loss of hydration products by means of statistical methods.
Therefore, this paper focuses on the relationship between the uniaxial compressive strength (UCS) of the CTB and the weight losses of the hydration products. The UCS values and the weight losses of the hydration products were obtained by the UCS tests and thermal analyses (TG/DTG). The relationship between the weight losses of hydration products and UCS of CTB was established by the regression analysis. The results of this study provide a scientific basis for studying hydration products by thermal analyses and explaining the strength changes of cementbased materials.
2. Materials and Methods
2.1. Materials
The materials consist of water, OPC 42.5# (Jilong Cement Co., Ltd., Tangshan, China), glue powder (a binder used in the Linglong Gold Mine filling station, Linglong Gold Mining Co., Ltd., Zhaoyuan, China), and tailings (Linglong Gold Mining Co., Ltd., Zhaoyuan, China).
2.1.1. Water and Binder
The water used for the experiment is tap water. Glue powder (GP) is a binder used in the Linglong Gold Mine filling site, and the main components of GP are slag and cement clinker. OPC was the most familiar binder used in the disposing of the tailings [20]. The performance results of the GP to CTB were compared with that of OPC. The main chemical constituents of the GP and OPC are shown in Table 1.

2.1.2. Tailings
The tailings were full tailings taken back from the site. The full tailings were dried. The particle size characteristics were analyzed, and the result is shown in Table 2. The d_{10}, d_{30}, d_{50}, d_{60,} and d_{90} represent the cumulative content of the particle composition curve, with a corresponding particle size of (volume fraction) 10%, 30%, 50%, 60%, and 90%, respectively. The median particle size was 101.74 μm, which is characteristic of fine tailings. The main chemical composition of the tailings is shown in Table 3.


2.1.3. Preparation of CTB Samples
The CTB is composed of tailings, binder, and water. CTB samples with different binders (GP and OPC), mass concentrations (65%, 68%, 70%, 72%, 75%, and 78%) and cementtailing ratios (1 : 4, 1 : 6, 1 : 8, and 1 : 10) were prepared. The required amounts of tailings, binder, and water are mixed and homogenized in a mixer until obtaining the desired mixtures. Afterwards, the produced cemented tailings backfill mixtures are poured into curing cubes (7.07 cm × 7.07 cm × 7.07 cm) to form cubic CTB samples. Three identical samples were prepared for each CTB. The GP paste with a mass concentration of 65% was prepared, and the paste was poured into a cubic mold (20 mm × 20 mm × 20 mm). Then, these samples are cured in a YH40B standard curing chamber at a temperature of 20 ± 1°C for period of 7, 14, and 28 days.
For convenience of description, “G04657” is used to indicate the CTB sample with GP as a binder, cementtailings ratio of 1 : 4, mass concentration of 65%, and curing age of 7 days. “P087214” is used to indicate the CTB sample with OPC as a binder, cementtailings ratio of 1 : 8, mass concentration of 72%, curing age of 14 days, and so on (“G” means the CTB samples with GP as binder, and “” means the CTB samples with OPC as binder).
After the CTB samples were cured to the specified time, the UCS test was performed, and the test results were taken as the average of the UCSs of the three identical CTB samples. The GP paste samples were crushed and sampled after 3 d, 7 d, and 28 d, respectively. The samples of the central part of CTB and GP paste were taken and treated with ethanol to terminate the hydration [21]. Then, they were dried in an oven at 80°C to a constant weight to remove ettringite in the sample [22]. Finally, the samples were ground into powder. And XRD and thermal analysis test samples were obtained.
2.2. Experimental Methods
2.2.1. The UCS Experiment
The mechanical strength or the stability of the CTB samples was usually evaluated using UCS [20, 23, 24]. UCS tests were carried out on the different CTB samples in accordance with TYE300D (Wuxi Jianyi Instrument Machinery Co., Ltd., Wuxi, China). The load was executed at rate 0.01 kN/s. The test process is shown in Figure 1.
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2.2.2. The XRD Experiment
XRD was a common measurement for crystal phase structure identification in cementbased materials slurry [25]. XRD was performed on the prepared samples using a SmartLab highresolution Xray diffractometer (initial setting: starting angle 5°, ending angle 90°, step size 0.02°, scanning speed 15°/min, and anode material Cu target), as illustrated in Figure 2. Test analysis was carried out to determine the crystalline phases of hydration products and CTBs.
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2.2.3. The TG/DTG Experiment
TG and DTG tests were performed on different CTB samples to determine the weight losses of various hydration products of the samples. This was done using a STA449F3 TG analyzer (NET Scientific Instruments Trading (Shanghai) Co., Ltd., Shanghai, China) that can raise temperatures up to 1550°C, as illustrated in Figure 3. The temperature was increased from room temperature to 1200°C at a rate of 10°C/min N_{2} purge. The reason why the temperature not raised to 1550°C was that the mass quality does not change when the temperature was higher than 1200°C.
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3. Results and Discussion
3.1. UCS of the CTB
Factors affecting the physical and mechanical properties of the CTB include the type of binder, the ratio of cement to tailing, the mass concentration of the slurry, the age of the curing, particle gradation of tailings, etc. [4]. The tailings used in the test are full tailings, which are characterized by fine particles, unreasonable gradation, and high mud content. Using of OPC as binder, there are problems such as high cost and low consolidation strength. The uniaxial compressive strength test results of OPCCTB and GPCTB are shown in Figure 4. For convenience of expression, “G04” in the figure is the CTB sample with GP as binder, cementtailings ratio 1 : 4. “P08” is the CTB sample with OPC as binder, cementtailings ratio 1 : 8, and so on.
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Figure 4 clearly shows that the strength of GPCTB is greater than that of OPCCTB under the same conditions, especially early strength. The GP is a better binder for full tailings, and the GPCTB has the characteristics of quickly hardens and high strength. For full tailings, GP performance is superior to OPC. In addition, it can be seen from Figure 4 that the strength of CTB is directly related to the cementtailings ratio and curing age. The more binder is added, the higher the mechanical strength of the CTB. And the UCS will increase with the curing age increasing. The influence of cementtailings ratio and curing age on UCS is easy to understand. As the amount of binder or curing age increases, more hydration products will be produced in CTB.
3.2. The Crystalline Phases of Hydration Products
XRD experiments were performed on prepared GP paste and GPCTB samples to test the crystalline phases of hydration products. Figure 5 shows the XRD patterns of GP pastes with a mass concentration of 65% at different curing ages. It can be seen from Figure 5 that the amorphous CSH gels are contained in the GP paste of different curing ages. The peaks shape of CSH is dispersed, and the main characteristic peak is 0.307 nm (29.5°). As the curing age increases, the relative intensity of the main characteristic peak of CSH gel increases, indicating that the CSH gel content increases. However, there were a large number of diffuse peaks in the samples with the curing age of 28 d, indicating that the crystallinity of the CSH gel did not increase significantly with the increase of the curing age, which was consistent with the description in the literature [26, 27]. In addition, the samples also contain a certain amount of ettringite, which indicates that a small amount of ettringite has not been decomposed after the samples are dried at 80°C.
By performing XRD experiments on the CTB samples, the phase composition of the CTB samples is directly obtained. Figure 6 shows the XRD patterns of the G04657, G046514, and G046528 samples. It can be seen from Figure 6 that the CTB samples mainly contain mineral components such as quartz, feldspar, calcite, and muscovite. Among the hydration products, only the CSH diffraction peak was obvious, and ettringite was not observed. It can be explained due to the following three reasons: Firstly, most of the components in the CTB sample are tailings. Secondly, in the hydration products of the GP, the CSH content is the majority, and the ettringite content is relatively small [26]. Thirdly, the ettringite has been decomposed after drying at 80°C.
Previous works have been studied the phase composition of the OPC hydration products [16, 22, 28, 29]. The hydration products include CSH, Ca(OH)_{2}, and CaCO_{3}. Therefore, XRD analysis is not carried out for samples of the OPCCTB and OPC paste.
3.3. Weight Losses of Hydration Products
3.3.1. The Weight Losses of Hydration Products of GPCTB
TG/DTG experiments were performed on prepared GP paste and GPCTB samples to test the weight losses of the hydration products. Figure 7 shows the TG/DTG diagram of GP pastes for curing 28 days. As can be seen from Figure 7, there are three weight loss peaks in the sample. The first peak (DTG) or change in weight (TG) is found between 100°C and 200°C, resultant of the dehydration reactions of the CSH [22, 30, 31]. The CSH gel is mainly derived from the hydration reaction of clinker minerals:
The ratio of silicon to calcium (S/C) and water to silicon (H/S) of CSH is not constant, which varies with a series of factors [26]. Therefore, the CSH content cannot be accurately measured based on the weight losses of it. The occurrence of the second peak or change in weight, which is observed at 650∼750°C, is mainly due to the decomposition of the calcite [32, 33]. The CaCO_{3} in the sample is mainly derived from the carbonization of hydration products. The essence of carbonization is that carbon dioxide enters the interior of the sample and dissolves in the water of the internal pore surface to form carbonic acid, which neutralizes the alkaline matter in the hydration product. The hydration reaction of the GP first generates Ca(OH)_{2}, and then reacts with CO_{2} in the air to form CaCO_{3} [34]. Finally, the third peak or change in weight is found between 1100°C and 1200°C, and it was attributed to the decomposition of some unknown hydration product. There is no research report on this kind of hydration product, but the relationship between the weight loss at this peak and the strength of the CTB can still be studied.
TG/DTG experiment is carried out on the CTB samples to obtain the weight losses of the hydrated products of CTB, so as to construct a relationship model between the UCS of the CTB and the weight losses of the hydrated products. Taking G047028 as an example, the TG/DTG diagram of it is shown in Figure 8. The weight loss process of the other GPCTB samples is similar to that of G047028. According to the three weight loss peaks of the DTG curve, the TG curve of the sample is divided into three weight loss stages. In the first stage, the peak temperature of weight loss is 137.22°C, and the weight loss is 1.45%, corresponding to the dehydration reactions of the CSH. In the second stage, the peak temperature of weight loss is 687.23°C, and the weight loss is 1.90%, corresponding to the thermal decomposition of CaCO_{3}. In the third stage, the peak temperature of the weight loss is 1129.44°C, and the weight loss is 1.16%, attributed to the decomposition of the unknown hydration product.
3.3.2. The Weight Losses of Hydration Products of OPCCTB
TG/DTG experiments were performed on prepared OPCCTB samples to test the weight losses of the hydration products. For OPC paste, a scholar conducted a thermal analyses experiment and found that its hydration products include CSH, Ca(OH)_{2}, and CaCO_{3} [16]. Therefore, the TG/DTG curve of OPC paste is not listed in this paper.
Taking P047028 as an example, the TG/DTG diagram of it is shown in Figure 9. The weight loss process of the other OPCCTB samples are similar to that of P047028. As can be seen from the DTG curve in Figure 9, the sample has four weight losses in the TG/DTG experiment. In the first stage, the peak temperature of weight loss is 128.51°C, and the weight loss is 1.90%, corresponding to the dehydration reactions of the CSH. In the second stage, the peak temperature of weight loss is 422.34°C, and the weight loss is 0.44%, attributing to the dehydroxylation of Ca(OH)_{2} [16, 32, 33, 35]. In the third stage, the peak temperature of weight loss is 689.10°C, and the weight loss is 1.86%, corresponding to the thermal decomposition of CaCO_{3}. In the fourth stage, the peak temperature of the weight loss is 1155.31°C, and the weight loss is 0.55%. And the weight loss stage is similar to the third weight loss stage of the GPCTB, attributed to the decomposition of the unknown hydration product. Compared with the TG/DTG curve of GPCTB samples, there is a weight loss peak of Ca(OH)_{2} in the OPCCTB samples. This indicates that OPC hydration produces Ca(OH)_{2}, while Ca(OH)_{2} is scarcely present in the GP hydration product.
3.4. Relationship between Strength of CTB and Weight Loss of Single Hydration Product
The CTB samples were divided into 12 groups according to the concentration and the binder used, and the relationship was studied between the weight loss of hydration products and the UCS of CTB. (The reason for classifying CTB according to the concentration and binder is that only when concentration and binder are same, the hydration product content is the only factor affecting the strength of CTB).
The TG curves of the GPCTBs were divided into three weight loss stages, so linear regression fitting was performed on the UCS with weight losses of hydration products in three stages respectively. The results are shown in Figure 10, where R^{2} is the correlation coefficient. It can be seen from Figure 10 that the weight loss of hydration products CSH gel has a positive correlation with its UCS, while the weight loss of CaCO_{3} and weight loss in the third stage have a little or no correlation with the UCS. This indicates that the CSH gel has the greatest contribution to the UCS of GPCTB.
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The TG curves of the OPCCTB samples are divided into four weight loss stages, so linear regression fitting was performed on UCS with weight losses of hydration products in four stages respectively. The results are shown in Figure 11. It can be seen from Figure 11 that the weight loss of hydration products CSH gel and Ca(OH)_{2} have a positive correlation with its UCS, while the weight loss of CaCO_{3} and weight loss in the fourth stage have a little or no correlation with UCS. This indicates that the CSH gel and Ca(OH)_{2} of the OPC hydration product are important factors influencing the UCS of the OPCCTB.
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3.5. Relationship Model of Strength and Weight Losses of Hydration Products
Since the UCS of OPCCTB is related to the weight losses of hydration products CSH and Ca(OH)_{2}, multiple regression analysis is performed on the UCS with weight loss of CSH gel and Ca(OH)_{2}. The relationship model between the UCS of the CTB and the weight losses of the hydrated products is established as shown in Table 4. For the OPCCTB, the R^{2} of the binary linear regression equation increases and the regression effect is more significant than the linear regression equation. From the Table 4, the quantitative relationship between UCS of CTB and weight loss of the hydration product can be clearly seen. For GPCTB, UCS depends linearly on weight loss of CSH, while for OPCCTB, both weight losses of CSH and Ca(OH)_{2} on the UCS have significant effects on UCS. CTB with larger weight losses of the hydration products has a higher UCS. The correlation coefficients of all equations are greater than 0.7, indicating that the established relationship model is reliable.
 
R_{c} is the UCS of CTB, MPa; x_{1} is the weight loss of CSH gel, %; x_{2} is the weight loss of Ca(OH)_{2}, %; R^{2} is the correlation coefficient. 
4. Conclusions and Future Work
Two kinds of CTB samples were made by OPC and GP, respectively. The UCS of the CTB samples was measured by the uniaxial compressive strength test. The phase of hydration products was determined by XRD experiment. The weight loss of the sample hydration product was determined by TG/DTG experiment. The relationship model between the UCS of the CTB and the weight losses of the hydrated products was established in this paper. The major findings of this study included the following:(1)Compared with OPC, the GP is a better cementing material for full tailings, and the CTB made of GP has the characteristics of quickly hardening and high strength. For full tailings, GP performance is superior to OPC.(2)The hydration products of GP mainly include ettringite and CSH gel. As the curing age increases, the content of CSH gel increases, but the degree of crystallization does not increase significantly.(3)The TG/DTG curves of the GPCTB shows that it has three weight loss stages such as CSH gel dehydration, CaCO_{3} decomposition, and some unknown hydration product decomposition during the experiment. While OPCCTB has a weight loss stage of Ca(OH)_{2} dehydration in addition to the above three weight loss stages.(4)There is a good linear correlation between the UCS of GPCTB and weight loss of the hydrated product CSH gel, and the relationship between the UCS of the CTB and the weight loss of CSH gel at different mass concentrations was established by using the oneway regression analysis method. While for the OPCCTB, the UCS is related to the weight losses of CSH gel and Ca(OH)_{2}. And the relationship model between the UCS of the CTB and the weight losses of the two hydrated products is established through the binary linear regression analysis.
This paper studied the relationship model between the UCS of the CTB and the weight loss of the hydrated product, and it also provides ideas and methods for analysis of hydration products by thermal analysis and interpretation of the strength changes of cementbased materials. However, there are still some shortcomings, for example, we do not know about the hydrated product decomposed in the temperature range of 1100∼1200°C. It should be further studied in the future.
Data Availability
The data used to support the findings of this study are available from the corresponding author upon request.
Conflicts of Interest
The authors declare no conflicts of interest.
Acknowledgments
This work was supported by the National Key Research and Development Project (Project no: 2018YFC0808400), “Research on Safety, Technology, and Equipment Development for Metal Mines in HighAltitude and Alpine Regions.”
References
 W. Sha, E. A. O’Neill, and Z. Guo, “Differential scanning calorimetry study of ordinary Portland cement,” Cement and Concrete Research, vol. 29, no. 9, pp. 1487–1489, 1999. View at: Publisher Site  Google Scholar
 M. Fall and M. Pokharel, “Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: Portland cementpaste backfill,” Cement and Concrete Composites, vol. 32, no. 10, pp. 819–828, 2010. View at: Publisher Site  Google Scholar
 J. W. Bullard, H. M. Jennings, R. A. Livingston et al., “Mechanisms of cement hydration,” Cement and Concrete Research, vol. 41, no. 12, pp. 1208–1223, 2011. View at: Publisher Site  Google Scholar
 W. Xu, P. Cao, and M. Tian, “Strength development and microstructure evolution of cemented tailings backfill containing different binder types and contents,” Minerals, vol. 8, no. 4, p. 167, 2018. View at: Publisher Site  Google Scholar
 Z. Shui, T. Sun, Z. Fu, and G. Wang, “Dominant factors on the early hydration of metakaolincement paste,” Journal of Wuhan University of TechnologyMater. Sci. Ed., , vol. 25, no. 5, pp. 849–852, 2010. View at: Publisher Site  Google Scholar
 K. Mori, T. Fukunaga, M. Sugiyama, K. Iwase, K. Oishi, and O. Yamamuro, “Hydration properties and compressive strength development of low heat cement,” Journal of Physics and Chemistry of Solids, vol. 73, no. 11, pp. 1274–1277, 2012. View at: Publisher Site  Google Scholar
 K. Sisomphon and L. Franke, “Evaluation of calcium hydroxide contents in pozzolanic cement pastes by a chemical extraction method,” Construction and Building Materials, vol. 25, no. 1, pp. 190–194, 2011. View at: Publisher Site  Google Scholar
 E. Knapen and D. van Gemert, “Cement hydration and microstructure formation in the presence of watersoluble polymers,” Cement and Concrete Research, vol. 39, no. 1, pp. 6–13, 2009. View at: Publisher Site  Google Scholar
 Z. H. Ou, B. G. Ma, and S. W. Jian, “Comparison of FTIR, thermal analysis and XRD for determination of products of cement hydration,” Advanced Materials Research, vol. 168170, pp. 518–522, 2010. View at: Publisher Site  Google Scholar
 L. Kun, A. B. Chen, X. J. Shang et al., “The impact of mechanical grinding on calcium aluminate cement hydration at 30°C,” Ceramics International, vol. 45, no. 11, pp. 14121–14125, 2019. View at: Publisher Site  Google Scholar
 Y. Feng, J. Kero, Q. Yang et al., “Mechanical activation of granulated copper slag and its influence on hydration heat and compressive strength of blended cement,” Materials, vol. 12, no. 5, p. 772, 2019. View at: Publisher Site  Google Scholar
 M. Fall, J. C. Célestin, M. Pokharel, and M. Touré, “A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill,” Engineering Geology, vol. 114, no. 34, pp. 397–413, 2010. View at: Publisher Site  Google Scholar
 H. Q. Jiang, M. Fall, and C. Liang, “Yield stress of cemented paste backfill in subzero environments: experimental results,” Minerals Engineering, vol. 92, pp. 141–150, 2016. View at: Publisher Site  Google Scholar
 F. Kun and M. Fall, “Effects of curing temperature on shear behaviour of cemented paste backfillrock interface,” International Journal of Rock Mechanics and Mining Sciences, vol. 112, pp. 184–192, 2018. View at: Publisher Site  Google Scholar
 Y. J. Wang, L. Cheng, D. X. Li, and X. Q. Wu, “Advantages and complementary effects of slag fly ash,” Journal of Nanjing University of Chemical Technology, vol. 22, no. 2, pp. 26–30, 2000. View at: Google Scholar
 Y. Hou, P. Ding, D. Han, X. Zhang, and S. Cao, “Study on the preparation and hydration properties of a new cementitious material for tailings discharge,” Processes, vol. 7, no. 1, p. 47, 2019. View at: Publisher Site  Google Scholar
 S. Ding, “Research on the relationship between microstructure and macroscopic performance of shotcrete,” Xi’an University of Architecture and Technology, Xi’an, China, 2014, Master thesis. View at: Google Scholar
 M. Singh and M. Garg, “Activation of gypsum anhydriteslag mixtures,” Cement and Concrete Research, vol. 25, no. 2, pp. 332–338, 1995. View at: Publisher Site  Google Scholar
 B. Lothenbach, F. Winnefeld, C. Alder, E. Wieland, and P. Lunk, “Effect of temperature on the pore solution, microstructure and hydration products of Portland cement pastes,” Cement and Concrete Research, vol. 37, no. 4, pp. 483–491, 2007. View at: Publisher Site  Google Scholar
 M. Pokharel and M. Fall, “Combined influence of sulphate and temperature on the saturated hydraulic conductivity of hardened cemented paste backfill,” Cement and Concrete Composites, vol. 38, pp. 21–28, 2013. View at: Publisher Site  Google Scholar
 G. Z. Jiang, A. X. Wu, H. Li, Y. M. Wang, and H. J. Wang, “Longterm strength performance of sulfur tailings filling and its affecting factors,” Journal of Central South University, vol. 49, no. 6, pp. 1504–1510, 2018. View at: Google Scholar
 X. F. He, “Noniso thermal decomposition kinetics and theoretical study of cement hydration products,” Southeast University, Nanjing, China, 2016, Doctor dissertation. View at: Google Scholar
 X. Yang, J. Wang, D. Hou, C. Zhu, and M. He, “Effect of drywet cycling on the mechanical properties of rocks: a laboratoryscale experimental study,” Processes, vol. 6, no. 10, p. 199, 2018. View at: Publisher Site  Google Scholar
 B. W. Wang and C. L. Wang, Management of Metal Mine Goafs and Safety Recovery of Residual Resources, Metallurgical Industry Press, Beijing, China, 1st edition, 2019.
 A. Rayed, B. Omrane, A. K. Mohamed, M. M. Abdeliazim, and S. Chokri, “Study of the effects of marble powder amount on the selfcompacting concretes properties by microstructure analysis on cementmarble powder pastes,” Advances in Civil Engineering, vol. 2018, Article ID 6018613, 13 pages, 2018. View at: Publisher Site  Google Scholar
 Z. S. Lin, Cementitious Materials Science, Wuhan University of Technology Press, Wuhan, China, 1st edition, 2014.
 Y. Xiao, X. Y. Zhang, X. L. Shi et al., “Xray diffraction analysis of calcium silicate hydration process,” Journal of Yili Normal University (Natural Science Edition), vol. 9, no. 1, pp. 38–40, 2015. View at: Google Scholar
 Q. F. Li, “Effect of inorganic salt admixtures on microstructure of hydrated C3S and C3A in cement,” Harbin Institute of Technology, Harbin, China, 2016, Doctor dissertation. View at: Google Scholar
 W. C. Li, “Characteristics and mechanism of sulphate effect on the early age properties of cemented paste backfill,” China University of Mining and Technology (Beijing), Beijing, China, 2016, Doctor dissertation. View at: Google Scholar
 L. AlarconRuiz, G. Platret, E. Massieu, and A. Ehrlacher, “The use of thermal analysis in assessing the effect of temperature on a cement paste,” Cement and Concrete Research, vol. 35, no. 3, pp. 609–613, 2005. View at: Publisher Site  Google Scholar
 P. L. Esteves, “On the hydration of waterentrained cement–silica systems: combined SEM, XRD and thermal analysis in cement pastes,” Thermochimica Acta, vol. 518, no. 12, pp. 27–35, 2011. View at: Publisher Site  Google Scholar
 I. Pane and W. Hansen, “Investigation of blended cement hydration by isothermal calorimetry and thermal analysis,” Cement and Concrete Research, vol. 35, no. 6, pp. 1155–1164, 2005. View at: Publisher Site  Google Scholar
 W. Li and M. Fall, “Strength and selfdesiccation of slagcemented paste backfill at early ages: link to initial sulphate concentration,” Cement and Concrete Composites, vol. 89, pp. 160–168, 2018. View at: Publisher Site  Google Scholar
 L. Yu, Micro Properties of Cement Concrete, China Building Industry Press, Beijing, China, 1st edition, 2017.
 N. R. Yang and W. H. Yue, Handbook of Inorganic Matalicid Materials Atlas, Wuhan University of Technology Press, Wuhan, China, 1st edition, 2000.
Copyright
Copyright © 2019 Bingwen Wang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.