Utilization of Molybdenum Tailings in Concrete Manufacturing: A Review

: Dealing with mineral tailings is one of the most important topics for solving the environmental problems in the mining industry. Among the techniques converting stacked molybdenum tailings to reusable cleaner products, one of the most effective ones is to use molybdenum tailings in concrete productions. The physical properties including density, microscopic structure and finesse module, and chemical composition of molybdenum tailings are similar with those of natural sand. The radionuclide assessment of molybdenum tailing meets the requirements for using as structural materials. Therefore, Molybdenum tailing is suitable to be used as the replacement of cement and fine aggregates in mortar and concrete. Based on the results of strength and duration performance comparison, the usage of molybdenum tailing as a replacement of natural sand is a more feasible way than that of ground super-fine molybdenum tailings in cement binder. It is feasible to use molybdenum tailings as fine aggregate in the preparation of structural concrete. When the amount of ground super-fine molybdenum tailings replacing cement is less than 10%, it is beneficial to improve the freeze-thaw and carbonization resistance of the concrete.


Introduction
Molybdenum is a widely used metallic alloying agent in stainless steel and super-alloys for resisting corrosion and improving strength [1]. The molybdenum world mine production is still increasing over the last three decades, especially after the year of 2002. By 2018, the molybdenum world mine production has risen to 300,000 metric tons while China accounts for more than 1/3 of it [2]. Since molybdenum is commonly found in combination with other metals, large amount of molybdenum tailing (MoT) is inevitably produced during smelting [3]. About 36 million tons per year of molybdenum tailings are discharged in China [4]. A large landfill is required to storage these tailings which would easily bring dissolved metals into surface waters in the presence of snowmelt or infiltrating rainwater. In addition, the tailing dam with high potential energy debris flow is a sustaining threat to the downstream residents and facilities. How to effectively decrease the enormous storage volume of mineral tailings is treated as one of the most imminent task for the sustainable development of mining industry [5].
shown in Figure 1a [13]. Bulk density and apparent density of MoT were 1.35-1.65 g/cm 3 and 2.55-2.61 g/cm 3 respectively whilst water absorption ratio of MoT was 0.50-0.73% [13,14]. After sifted by 0.16 mm-sieve in Figure 1b, the particles in MoT were more slender and un-full than those in natural river sand. Transparent quartz and opaque mica were observed as shown in Figure 1c. Figure 1d shows the MoT particles enlarged 100 times. It can be seen that MoT particles showed more angular surfaces after crashed and grinded before discharged. As mentioned before, the particles in MoT are finer than those in natural sand. In GB/T 14684-2011 [15], sand for construction is categorized based on its finesse module (FM), namely fine sand (FM = 1.6-2.2), medium sand (FM = 2.3-3.0) and coarse sand (FM = 3.1-3.7). It is suggested in GB/T 14684-2011 [15] that medium sand should be used in ordinary structural concrete. MoT collected from different locations has similar FM, such as 0.8 from Henan Province in north China [16], 1.1 from Shaanxi Province in northwest China [13], and 1.3 from Zhejiang Province in southeast China [14], which indicates that MoT should be classified as super-fine sand. Table 1 shows the chemical composition analysis of MoT collected from different locations in China [5,16,17] and natural sand. The XRD analysis indicates that main component of MoT is silicate, calcium-bearing minerals (mainly is calcite), iron-bearing minerals, alumina magnesia minerals and some sulfide minerals like pyrite. It can be seen that the chemical composition of MoT varies from the mineral resources. The MoT from Shaanxi province possessed similar chemical composition with natural sand. It indicates that MoT in this study was high-silica tailings which could provide enough siliceous materials for the concrete mixture. It also should be pointed out that the toxic material existing as minor component has never been mentioned in all the references.

Radionuclides
Before discharged and used as a building material, the radionuclides in MoT should be assessed. According to GB 6566-2010 [18], the specific activity of Ra 226 , Th 232 and K 40 in the material should not exceed the limits depending on the different usage. In this study, MoT was used as the main material of building applications. Therefore, the internal exposure index IRa and external exposure index Iγ of MoT should be derived and meet the requirements as follows: As mentioned before, the particles in MoT are finer than those in natural sand. In GB/T 14684-2011 [15], sand for construction is categorized based on its finesse module (FM), namely fine sand (FM = 1.6-2.2), medium sand (FM = 2.3-3.0) and coarse sand (FM = 3.1-3.7). It is suggested in GB/T 14684-2011 [15] that medium sand should be used in ordinary structural concrete. MoT collected from different locations has similar FM, such as 0.8 from Henan Province in north China [16], 1.1 from Shaanxi Province in northwest China [13], and 1.3 from Zhejiang Province in southeast China [14], which indicates that MoT should be classified as super-fine sand. Table 1 shows the chemical composition analysis of MoT collected from different locations in China [5,16,17] and natural sand. The XRD analysis indicates that main component of MoT is silicate, calcium-bearing minerals (mainly is calcite), iron-bearing minerals, alumina magnesia minerals and some sulfide minerals like pyrite. It can be seen that the chemical composition of MoT varies from the mineral resources. The MoT from Shaanxi province possessed similar chemical composition with natural sand. It indicates that MoT in this study was high-silica tailings which could provide enough siliceous materials for the concrete mixture. It also should be pointed out that the toxic material existing as minor component has never been mentioned in all the references.

Radionuclides
Before discharged and used as a building material, the radionuclides in MoT should be assessed. According to GB 6566-2010 [18], the specific activity of Ra 226 , Th 232 and K 40 in the material should not exceed the limits depending on the different usage. In this study, MoT was used as the main material of building applications. Therefore, the internal exposure index I Ra and external exposure index I γ of MoT should be derived and meet the requirements as follows: where C Ra , C Th and C K stand for the specific activity of Ra 226 , Th 232 and K 40 in MoT respectively. Table 2 shows the radionuclide assessment of the MoT in Zhejiang and Shaanxi province respectively [5,19]. It can be seen that the internal exposure index I Ra and external exposure index I γ of the MoT in these two provinces both meet the requirements for using as structural materials. Due to the different chemical composition as mentioned above, the radionuclide indexes of the MoT also vary from the mineral resources.

Compressive Strength
Deng et al. [20] reported a test on the compressive strength of cement binder mixed with ground super-fine MoT, whilst Di et al. [21] tested the compressive strength of porous cement binder with ground super-fine MoT, as shown in Figure 2. Type I Portland cement 42.5 R was used in both the tests by Deng [20] and Di [21]. It can be seen that as aggregate in the binder, the content ratio of ground super-fine MoT has remarkable effect on the compressive strength of the cement binder. It should be mentioned that hereinafter the tests in all the references followed the same Chinese testing standards, such as GB/T 50080-2016 for the performance on ordinary fresh concrete, GB/T 50081-2002 for the mechanical properties on ordinary concrete and GB/T 50082-2009 for the long-term performance and durability of ordinary concrete.
On contrary, Luo et al. [16] used MoT to replace natural sand as fine aggregates in cement mortar. Type I Portland cement 42.5 R and FM2.45 natural sand were used in the specimens. The compressive strength of cement mortar with MoT increases with the increase of the replacement ratio of MoT, and then shows the best proportion. In fibered cement mortar, Guo et al. [22] used MoT to replace natural sand. Type I Portland cement 52.5 R and fly ash were used in the specimens. It can be seen that when the replacement ratio of MoT is 20%, the strength is the highest. After then, with the replacement ratio continues to increase, the compressive strength of fibered cement mortar decreases.
where CRa, CTh and CK stand for the specific activity of Ra 226 , Th 232 and K 40 in MoT respectively. Table 2 shows the radionuclide assessment of the MoT in Zhejiang and Shaanxi province respectively [5,19]. It can be seen that the internal exposure index IRa and external exposure index Iγ of the MoT in these two provinces both meet the requirements for using as structural materials. Due to the different chemical composition as mentioned above, the radionuclide indexes of the MoT also vary from the mineral resources.

Compressive Strength
Deng et al. [20] reported a test on the compressive strength of cement binder mixed with ground super-fine MoT, whilst Di et al. [21] tested the compressive strength of porous cement binder with ground super-fine MoT, as shown in Figure 2. Type I Portland cement 42.5 R was used in both the tests by Deng [20] and Di [21]. It can be seen that as aggregate in the binder, the content ratio of ground super-fine MoT has remarkable effect on the compressive strength of the cement binder. It should be mentioned that hereinafter the tests in all the references followed the same Chinese testing standards, such as GB/T 50080-2016 for the performance on ordinary fresh concrete, GB/T 50081-2002 for the mechanical properties on ordinary concrete and GB/T 50082-2009 for the long-term performance and durability of ordinary concrete.
On contrary, Luo et al. [16] used MoT to replace natural sand as fine aggregates in cement mortar. Type I Portland cement 42.5 R and FM2.45 natural sand were used in the specimens. The compressive strength of cement mortar with MoT increases with the increase of the replacement ratio of MoT, and then shows the best proportion. In fibered cement mortar, Guo et al. [22] used MoT to replace natural sand. Type I Portland cement 52.5 R and fly ash were used in the specimens. It can be seen that when the replacement ratio of MoT is 20%, the strength is the highest. After then, with the replacement ratio continues to increase, the compressive strength of fibered cement mortar decreases. Cement binder with ground MoT [20] Strength/MPa MoT content ratio/%

Bending Strength
Deng et al. [20] and Guo et al. [22] also reported the bending strength of cement mixture with MoT, as shown in Figure 3. As aggregate in a binder, the content ratio of ground super-fine MoT

Bending Strength
Deng et al. [20] and Guo et al. [22] also reported the bending strength of cement mixture with MoT, as shown in Figure 3. As aggregate in a binder, the content ratio of ground super-fine MoT also Appl. Sci. 2020, 10, 138 5 of 9 has remarkable effect on the bending strength of the cement binder, whilst the replacement ratio of MoT as fine aggregate has little effect on the bending strength of the fibered cement mortar. It could be concluded that the usage of MoT as a replacement of natural sand is a more feasible way than that of ground super-fine MoT in cement binder.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 5 of 9 also has remarkable effect on the bending strength of the cement binder, whilst the replacement ratio of MoT as fine aggregate has little effect on the bending strength of the fibered cement mortar. It could be concluded that the usage of MoT as a replacement of natural sand is a more feasible way than that of ground super-fine MoT in cement binder.

Microstructure
From the SEM images in Figure 4 [20,21], it could be seen that in both the normal and porous cement binders, the size of cementitious products becomes smaller whilst the distribution of those is more uniform, with the help of ground super-fine MoT. After grinding, the super-fine MoT contains a large number of submicron and nano-particles, which can be well filled into the pores of ettringite crystal on the pore wall.

Slump
Liu [13] and Cao et al. [23] both reported the workability of the concrete with MoT as fine aggregates, as shown in Figure 5. It can be seen that the workability (slump value) of the concrete mixture decreases with the increase of MoT replacement ratio. The surface roughness of MoT particles is relatively large. Meanwhile, MoT is ultra-fine sand whose particle size distribution is uneven and containing stone powder. All these features of MoT would cause the extra consumption of water and the increase of the concrete viscosity. It is also worth to notice that below 50% replacement ratio, the usage of MoT has much more influence on the slump of C60 grade concrete with 0.26 water-cement ratio than that of C40 grade concrete with 0.39 water-cement ratio.

Microstructure
From the SEM images in Figure 4 [20,21], it could be seen that in both the normal and porous cement binders, the size of cementitious products becomes smaller whilst the distribution of those is more uniform, with the help of ground super-fine MoT. After grinding, the super-fine MoT contains a large number of submicron and nano-particles, which can be well filled into the pores of ettringite crystal on the pore wall.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 5 of 9 also has remarkable effect on the bending strength of the cement binder, whilst the replacement ratio of MoT as fine aggregate has little effect on the bending strength of the fibered cement mortar. It could be concluded that the usage of MoT as a replacement of natural sand is a more feasible way than that of ground super-fine MoT in cement binder.

Microstructure
From the SEM images in Figure 4 [20,21], it could be seen that in both the normal and porous cement binders, the size of cementitious products becomes smaller whilst the distribution of those is more uniform, with the help of ground super-fine MoT. After grinding, the super-fine MoT contains a large number of submicron and nano-particles, which can be well filled into the pores of ettringite crystal on the pore wall.

Slump
Liu [13] and Cao et al. [23] both reported the workability of the concrete with MoT as fine aggregates, as shown in Figure 5. It can be seen that the workability (slump value) of the concrete mixture decreases with the increase of MoT replacement ratio. The surface roughness of MoT particles is relatively large. Meanwhile, MoT is ultra-fine sand whose particle size distribution is uneven and containing stone powder. All these features of MoT would cause the extra consumption of water and the increase of the concrete viscosity. It is also worth to notice that below 50% replacement ratio, the usage of MoT has much more influence on the slump of C60 grade concrete with 0.26 water-cement ratio than that of C40 grade concrete with 0.39 water-cement ratio.

Slump
Liu [13] and Cao et al. [23] both reported the workability of the concrete with MoT as fine aggregates, as shown in Figure 5. It can be seen that the workability (slump value) of the concrete mixture decreases with the increase of MoT replacement ratio. The surface roughness of MoT particles is relatively large. Meanwhile, MoT is ultra-fine sand whose particle size distribution is uneven and containing stone powder. All these features of MoT would cause the extra consumption of water and the increase of the concrete viscosity. It is also worth to notice that below 50% replacement ratio, the usage of MoT has much more influence on the slump of C60 grade concrete with 0.26 water-cement ratio than that of C40 grade concrete with 0.39 water-cement ratio. Appl. Sci. 2020, 10, x FOR PEER REVIEW 6 of 9 C40 grade concrete [23] C60 grade concrete [13] Slump/mm MoT replacement ratio/% Figure 5. Relationship between fresh concrete slump and MoT replacement ratio.

Compressive Strength
The compressive strength of C40 and C60 grade concrete with MoT as the replacement of natural sand were tested respectively by Liu [13] and Cao et al. [23] as shown in Figure 6. The mixture proportions of concrete prepared by Liu [13] were: cement: 550 kg/m 3 ; coarse aggregate: 1387 kg/m 3 ; fine aggregate: 463 kg/m 3 ; water binder ratio: 0.26. Type I Portland cement 42.5 R and FM2.3 local river sand were used whilst the water content of fine and coarse aggregate is 0.41% and 1.59% respectively. The mixture proportions of concrete prepared by Cao [23] were: cement: 435 kg/m 3 ; coarse aggregate: 1113 kg/m 3 ; fine aggregate: 682 kg/m 3 ; water binder ratio: 0.39. Type I Portland cement 42.5 R and FM3.3 local river sand were used whilst the water content of fine and coarse aggregate is 0.2% and 1.4% respectively. As the replacement of natural sand, the replacement ratio of MoT has subtle influence on the compressive strength of concrete. It is feasible to use MoT as fine aggregate in the preparation of structural concrete, in term of compressive strength.
Hu et al. [24] reported a test on the concrete mixed with ground super-fine MoT powder as a replacement of cement binder. The mixture proportions of concrete prepared by Hu [24] were: cement: 380 kg/m 3 ; coarse aggregate: 1030 kg/m 3 ; fine aggregate: 760 kg/m 3 ; water binder ratio: 0.38. Type I Portland cement 42.5 R and FM2.7 local river sand were used.
It can be seen from Figure 6 that with the increase of the amount of MoT, the compressive strength of concrete increases first and then decreases. Since the activity of MoT itself is much lower than that of cement. When the content of ground MoT increases to a certain limit, the cement content of cementitious material in unit volume decreases, which weakens the bonding performance between cementitious material and aggregate interface and causes the decrease of concrete strength. C60 grade concrete [13] C40 grade concrete [23] C40 grade concrete [24] Compressive strength/MPa MoT replacement ratio/% Figure 6. Influence on compressive strength of concrete with MoT.

Compressive Strength
The compressive strength of C40 and C60 grade concrete with MoT as the replacement of natural sand were tested respectively by Liu [13] and Cao et al. [23] as shown in Figure 6. The mixture proportions of concrete prepared by Liu [13] were: cement: 550 kg/m 3 ; coarse aggregate: 1387 kg/m 3 ; fine aggregate: 463 kg/m 3 ; water binder ratio: 0.26. Type I Portland cement 42.5 R and FM2.3 local river sand were used whilst the water content of fine and coarse aggregate is 0.41% and 1.59% respectively. The mixture proportions of concrete prepared by Cao [23] were: cement: 435 kg/m 3 ; coarse aggregate: 1113 kg/m 3 ; fine aggregate: 682 kg/m 3 ; water binder ratio: 0.39. Type I Portland cement 42.5 R and FM3.3 local river sand were used whilst the water content of fine and coarse aggregate is 0.2% and 1.4% respectively. As the replacement of natural sand, the replacement ratio of MoT has subtle influence on the compressive strength of concrete. It is feasible to use MoT as fine aggregate in the preparation of structural concrete, in term of compressive strength.
Hu et al. [24] reported a test on the concrete mixed with ground super-fine MoT powder as a replacement of cement binder. The mixture proportions of concrete prepared by Hu [24] were: cement: 380 kg/m 3 ; coarse aggregate: 1030 kg/m 3 ; fine aggregate: 760 kg/m 3 ; water binder ratio: 0.38. Type I Portland cement 42.5 R and FM2.7 local river sand were used.
It can be seen from Figure 6 that with the increase of the amount of MoT, the compressive strength of concrete increases first and then decreases. Since the activity of MoT itself is much lower than that of cement. When the content of ground MoT increases to a certain limit, the cement content of cementitious material in unit volume decreases, which weakens the bonding performance between cementitious material and aggregate interface and causes the decrease of concrete strength. C40 grade concrete [23] C60 grade concrete [13] Slump/mm MoT replacement ratio/% Figure 5. Relationship between fresh concrete slump and MoT replacement ratio.

Compressive Strength
The compressive strength of C40 and C60 grade concrete with MoT as the replacement of natural sand were tested respectively by Liu [13] and Cao et al. [23] as shown in Figure 6. The mixture proportions of concrete prepared by Liu [13] were: cement: 550 kg/m 3 ; coarse aggregate: 1387 kg/m 3 ; fine aggregate: 463 kg/m 3 ; water binder ratio: 0.26. Type I Portland cement 42.5 R and FM2.3 local river sand were used whilst the water content of fine and coarse aggregate is 0.41% and 1.59% respectively. The mixture proportions of concrete prepared by Cao [23] were: cement: 435 kg/m 3 ; coarse aggregate: 1113 kg/m 3 ; fine aggregate: 682 kg/m 3 ; water binder ratio: 0.39. Type I Portland cement 42.5 R and FM3.3 local river sand were used whilst the water content of fine and coarse aggregate is 0.2% and 1.4% respectively. As the replacement of natural sand, the replacement ratio of MoT has subtle influence on the compressive strength of concrete. It is feasible to use MoT as fine aggregate in the preparation of structural concrete, in term of compressive strength.
Hu et al. [24] reported a test on the concrete mixed with ground super-fine MoT powder as a replacement of cement binder. The mixture proportions of concrete prepared by Hu [24] were: cement: 380 kg/m 3 ; coarse aggregate: 1030 kg/m 3 ; fine aggregate: 760 kg/m 3 ; water binder ratio: 0.38. Type I Portland cement 42.5 R and FM2.7 local river sand were used.
It can be seen from Figure 6 that with the increase of the amount of MoT, the compressive strength of concrete increases first and then decreases. Since the activity of MoT itself is much lower than that of cement. When the content of ground MoT increases to a certain limit, the cement content of cementitious material in unit volume decreases, which weakens the bonding performance between cementitious material and aggregate interface and causes the decrease of concrete strength. C60 grade concrete [13] C40 grade concrete [23] C40 grade concrete [24] Compressive strength/MPa MoT replacement ratio/% Figure 6. Influence on compressive strength of concrete with MoT.

Freeze-Thaw Resistance
Cao et al. [23] reported the influence of MoT replacement ratio on the relative dynamic modulus of elasticity of concrete, as shown in Figure 7a. With the increase of MoT replacement ratio, the relative dynamic modulus of elasticity decreases slightly under the same freeze-thaw cycle times. It addresses that if the content of MoT is controlled within a certain range, the dynamic modulus of elasticity of concrete under the freeze-thaw cycle can meet the requirements.
Hu et al. [24] reported the freeze-thaw resistance of concrete mixed with ground super-fine MoT powder as a replacement of cement binder in the same test mentioned above, as shown in Figure 7b. When the replacement ratio of MoT is more than 10%, the mass loss under freeze-thaw is accelerated rapidly. When the amount of ground super-fine MoT replacing cement is small, it is beneficial to improve the compactness of the system. When the replacement ratio of MoT is more than 10%, the hydration product of cement in unit volume concrete decreases, and the freeze-thaw resistance of the system decreases with the increase of the replacement ratio. Cao et al. [23] reported the influence of MoT replacement ratio on the relative dynamic modulus of elasticity of concrete, as shown in Figure 7 (a). With the increase of MoT replacement ratio, the relative dynamic modulus of elasticity decreases slightly under the same freeze-thaw cycle times. It addresses that if the content of MoT is controlled within a certain range, the dynamic modulus of elasticity of concrete under the freeze-thaw cycle can meet the requirements.
Hu et al. [24] reported the freeze-thaw resistance of concrete mixed with ground super-fine MoT powder as a replacement of cement binder in the same test mentioned above, as shown in Figure 7 (b). When the replacement ratio of MoT is more than 10%, the mass loss under freeze-thaw is accelerated rapidly. When the amount of ground super-fine MoT replacing cement is small, it is beneficial to improve the compactness of the system. When the replacement ratio of MoT is more than 10%, the hydration product of cement in unit volume concrete decreases, and the freeze-thaw resistance of the system decreases with the increase of the replacement ratio.

Carbonization Resistance
Hu et al. [24] also reported the carbonization resistance of concrete mixed with ground super-fine MoT powder as shown in Figure 8. Similar with the freeze-thaw resistance, a small amount of ground MoT can improve the carbonization resistance of the concrete, due to the fact that the super-fine MoT is beneficial to reduce the porosity of concrete, improve the compactness of the system and slow down the carbonization. With the increase of replacement amount, the alkalinity of concrete system decreases, which makes carbonization reaction easier to carry out, and offsets the effect of reducing porosity brought by adding ground MoT, which causes the decrease of carbonization resistance of concrete.

Carbonization Resistance
Hu et al. [24] also reported the carbonization resistance of concrete mixed with ground super-fine MoT powder as shown in Figure 8. Similar with the freeze-thaw resistance, a small amount of ground MoT can improve the carbonization resistance of the concrete, due to the fact that the super-fine MoT is beneficial to reduce the porosity of concrete, improve the compactness of the system and slow down the carbonization. With the increase of replacement amount, the alkalinity of concrete system decreases, which makes carbonization reaction easier to carry out, and offsets the effect of reducing porosity brought by adding ground MoT, which causes the decrease of carbonization resistance of concrete.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 7 of 9 Cao et al. [23] reported the influence of MoT replacement ratio on the relative dynamic modulus of elasticity of concrete, as shown in Figure 7 (a). With the increase of MoT replacement ratio, the relative dynamic modulus of elasticity decreases slightly under the same freeze-thaw cycle times. It addresses that if the content of MoT is controlled within a certain range, the dynamic modulus of elasticity of concrete under the freeze-thaw cycle can meet the requirements.
Hu et al. [24] reported the freeze-thaw resistance of concrete mixed with ground super-fine MoT powder as a replacement of cement binder in the same test mentioned above, as shown in Figure 7 (b). When the replacement ratio of MoT is more than 10%, the mass loss under freeze-thaw is accelerated rapidly. When the amount of ground super-fine MoT replacing cement is small, it is beneficial to improve the compactness of the system. When the replacement ratio of MoT is more than 10%, the hydration product of cement in unit volume concrete decreases, and the freeze-thaw resistance of the system decreases with the increase of the replacement ratio.

Carbonization Resistance
Hu et al. [24] also reported the carbonization resistance of concrete mixed with ground super-fine MoT powder as shown in Figure 8. Similar with the freeze-thaw resistance, a small amount of ground MoT can improve the carbonization resistance of the concrete, due to the fact that the super-fine MoT is beneficial to reduce the porosity of concrete, improve the compactness of the system and slow down the carbonization. With the increase of replacement amount, the alkalinity of concrete system decreases, which makes carbonization reaction easier to carry out, and offsets the effect of reducing porosity brought by adding ground MoT, which causes the decrease of carbonization resistance of concrete.

Results & Discussion
Based on the above analysis, it can be seen that the usage of MoT in building material that is feasible is mainly in the form of cement mortar and concrete. The studies in this area are still Appl. Sci. 2020, 10, 138 8 of 9 in a great deficiency. Present studies mainly focused on basic mechanical properties and duration performance, such as compressive strength and freeze-thaw cycles. More studies on the influence of MoT replacement ratio on the split tensile strength, elastic modulus, sulfate attack and drying shrinkage still need to be conducted in the future to provide reference for the usage of MoT in concrete manufacturing. Moreover, the application of MoT in structural concrete members, such as column, beam, joint and even structure systems has not been reported publicly and still needs to be carried forward along with the studies on material itself. Otherwise, the consumption of stacked MoT could not be maximized authentically to resolve the environmental problems due to the discharging and storage of MoT.

Conclusions
This paper has reviewed the various properties of cement mortar and concrete in which binder or fine aggregates have been replaced with MoT at different proportions. The properties of MoT and the performance of cement mortar and concrete mixed with MoT have been analyzed from the reported results. The following conclusions are drawn: (a) The physical properties including density, microscopic structure and finess module, and chemical composition of molybdenum tailings are similar with those of natural sand whilst the radionuclide assessment of molybdenum tailing meets the requirements for using as structural materials. These basic properties assessment of MoT indicates that MoT is suitable to be used as the replacement of cement and fine aggregates in mortar and concrete; (b) As aggregates in binder, the content ratio of ground super-fine MoT has remarkable effect on the compressive strength of the cement binder while as fine aggregates in cement mortar, the replacement ratio of MoT has little effect on the strength of the cement mortar. It indicates that the usage of MoT as a replacement of natural sand is a more feasible way than that of ground super-fine MoT in cement binder; (c) As the replacement of natural sand, the replacement ratio of MoT has subtle influence on the compressive strength of concrete. It is feasible to use MoT as fine aggregate in the preparation of structural concrete, in term of compressive strength; (d) When the amount of ground super-fine MoT replacing cement is less than 10%, it is beneficial to improve the compactness of the system; hence the freeze-thaw and carbonization resistance of the concrete are barely affected. On contrary, when the replacement ratio of MoT is more than 10%, the hydration product and alkalinity of cement in unit volume concrete decreases, and the freeze-thaw and carbonization resistance of the system decreases with the increase of the replacement ratio.