Journal of Nanomaterials
Volume 2015 (2015), Article ID 430578, 8 pages
http://dx.doi.org/10.1155/2015/430578

Research Article

Effect of MXene (Nano-Ti₃C₂) on Early-Age Hydration of Cement Paste

Haibin Yin,¹ Jianping Zhu,¹ Xuemao Guan,¹ Zhengpeng Yang,¹ Yu Zhu,¹ Hongyi Zhao,² Zhanying Zhang,¹ Aiguo Zhou,¹ Xing Zhang,¹ Chunhua Feng,¹ and Dongxu Li³

¹School of Materials Science and Engineering, Henan Polytechnic University, Jiaozuo 454000, China
²Shandong Hongyi Technology Co. Ltd., Linyi, Shandong 276034, China
³College of Materials Science and Engineering, Nanjing Technology University, Nanjing 211800, China

Received 18 January 2015; Revised 21 March 2015; Accepted 25 March 2015

Academic Editor: Stefano Bellucci

Copyright © 2015 Haibin Yin 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.

Abstract.

As a new two-dimensional material, MXene (nano-Ti₃C₂) has been widely applied in many fields, especially for reinforced composite materials. In this paper, mechanical testing, X-ray diffraction (XRD), hydration heat, scanning electron microscope (SEM), and EDS analysis were used to analyze the impact of MXene on cement hydration properties. The obtained results revealed that (a) MXene could greatly improve the early compressive strength of cement paste with 0.04 wt% concentration, (b) the phase type of early-age hydration products has not been changed after the addition of MXene, (c) hydration exothermic rate within 72 h has small difference at different amount of MXene, and (d) morphologies of hydration products were varied with the dosage of MXene, a lot of tufted ettringites appeared in 3 d hydration products when the content of MXene was 0.04 wt%, which will have a positive effect on improving the early mechanical properties of cement paste. MXene has inhibited the Portland cement hydration process; the main role of MXene in the cement hydration process is to promote the messy ettringite becoming regular distribution at a node and form network connection structure in the crystals growth process, making the mechanics performance of cement paste significantly improved.

1. Introduction

As we know, nanomaterials yield with small size effects, surface and interface effects, quantum tunneling effects, and quantum size effects. These effects lead to nanomaterials having physical and chemical properties of a special kind [1]. In recent years, with the development of preparation technology of nanomaterials [2], a large-scale preparation of nanomaterials has become possible. Nowadays, cement-based materials are the most common and widely used materials of the world in civil engineering; most of the hydration products have nanostructure [3]. Study has shown that more than 70% hydration products of cement-based material are C-S-H (CaO·SiO₂·H₂O) gel with nanostructure, which plays an important role on the strength of hardened paste [4]. In the hardened cement paste, nanoscale chemical bonding exists among C-S-H gel, and the main contribution of strength is nanometer size effect [5]. Therefore, theuse of advanced nanomaterials to modify cement-based materials regulates cement paste microstructure, which not only increases physical and mechanical properties of cement-based materials, but also broadens its range of applications. In short, the nanomodification is an important research field. So, the nanomaterials can be employed to improve the performance of cement-based materials (physical and mechanical properties, durability, etc.). In recent years, some nanomaterials, such as nanosilica, nanoalumina, titanium dioxide, calcium carbonate, iron oxide nanoparticles, nanoclay, carbon nanotubes, and graphene oxide, have been used to modify cement-based materials [6–12], these nanomaterials can improve the mechanical properties, durability and reduce the porosity of cement-based materials.

As a new two-dimensional (2D) crystalline nanomaterial, MXene has a graphite-like structure [13]. According to the theoretical calculation, MXene has good stability and better mechanical properties than the multigraphene and other series of excellent properties [14–16]. Therefore, many researchers believe that MXene has very broad application prospects in the energy storage, lubrication and composite reinforcement, and other fields. As for most binding materials in 21st century, two-dimensional material (MXene) in cement application research has not been reported yet. Lv et al. reported the impact of graphite oxide (abbreviated as GO, a layered structure like MXene) on the microstructure of hydration products of cement-based composites [17–22]. They confirmed that GO played a template role in the process of cement composite hydration and put forward the regulation mechanism of GO in cement-based composite microstructure. In this work, we studied the effects of MXene on early-age hydration of Portland cement paste. The hydration process and products were investigated by mechanical testing, XRD, hydration heat, and SEM. The amount of MXene was optimized, and the influence mechanism for MXene on early-age hydration of Portland cement paste was obtained.

2. Materials and Methods

2.1. Preparation of Sample

P·I 42.5 standard cement of concrete admixtures detection (Qufu United Cement Company, China), component analysis is shown in Table 1. MXene was prepared according to the previous report [23]; scanning electron micrograph was shown in Figure 1. Mixing water was tap water.

Table 1: Chemical composition of P·I 42.5 standard cement.

SiO₂
Al₂O₃
Fe₂O₃
CaO
MgO
SO₃
Na₂Oeq
f-CaO
Loss

21.18%
4.73%
3.41%
62.49%
2.53%
2.83%
0.56%
0.72%
1.76%

(a)

(b)

Figure 1: SEM image of MXene.

In this experiment, the amounts of MXene were 0%, 0.04%, and 0.08%. MXene was ultrasonically dispersed in water for 5 minutes to prepare dispersion liquid, using the dispersion containing MXene when molding paste. The water-binder ratio (abbreviated as w/b) is 0.35 like Senff et al. use in their paper [24–26]. And, in our work, if the water-binder ratio is as high as 0.4, the paste will be too runny and difficult to be casted; however if the water-binder ratio is as low as 0.3, it will be difficult to cast because of thickness of paste. The cement was then added and the mixture was stirred at low speed for 1 min and then at high speed for 1 min in cement paste mixer. The resulting cement paste was immediately poured into a 10 mm × 10 mm × 10 mm mold. Then the samples were cured at 20 ± 1°C and 95% relative humidity. After 24 h, the specimens were removed from the mold and cured at the same condition until the compressive strength was tested at the age of 1 day, 3 days, and 7 days. After compressive strength test, samples are packed in small bottle with anhydrous ethanol for microscopic tests. Microstructural properties of hydrated cubes were evaluated.

2.2. Characterization of Sample

The compressive strength of the cement paste was measured based on GB/T17671-1999 (the national standard of China) by using a WDW-20 hydraulic test machine (Jinan Ruijin Experimental Instrument Co., China). For each mixture at each age, six 10 mm × 10 mm × 10 mm cubic samples were tested for assessing the compressive strength of cement paste. The loading rate of the test was 0.2 mm/min.

XRD was used to analyze the hydration products phase of cement pastes. Few samples dried at 70°C for 2 h were crushed and grounded to powder. X-ray diffractometer (XRD, D8ADVANCE, Bruker, Germany) tests were conducted with a powder diffraction method, with Cu Ka, voltage 40 Kv, and current 40 mA. Scan range was 5°−70°, 0.02°/step, 0.4 s/step.

The hydration exothermic rate of each paste was measured by TAM Air calorimeter (TA Instruments Co., USA) to assess the effect of MXene on the hydration of cement paste. Samples were prepared at a w/b ratio of 0.5, with mixtures (cement was evenly mixed with MXene of 0%, 0.04%, and 0.08% amount in advance) and mixing water at a temperature of 20°C. With dry cement (content MXene, total of 5 g) loaded in the 20 mL disposable glass ampoule and water (2 g) loaded in the syringe(s), the admix ampoule was first equilibrated in the TAM Air calorimeter with the materials separated for 30 minutes. Pushing the syringe(s) with stirring the cement paste, the reaction can then be initiated by manually injecting the water from the syringe(s) into the glass ampoule. Then, the hydration exothermic rate within 72 h was tested.

Scanning electron microscope (SEM, JSM-6390LVH, JEOL, Japan) was used to analyze the morphology of cement paste. Small fractured samples at every hydration age were soaked in anhydrous ethanol to stop hydration and dried at 60°C for 4 h. Then the sample was coated with 20 nm of gold to make it conductive.

Differential thermal analysis (TG-DTA, HCT-3, Beijing Hengju Scientific Instrument Company, China) was used to test the absorption capacity of MXene. 0.5 g MXene was added into 10 mL water and stirred symmetrically for 1 h, and then the redundant water was drained with filter paper. In this test, the heating rate is 5°C/min.

3. Results and Discussion

3.1. TG-DTA

TG-DTA analysis was used to test the absorption capacity of MXene with its layer structure. TG transformation of MXene soaked or nonsoaked in water was showed in Figure 2. Before 100°C, the TG curve of MXene which has been soaked in water changed, while the dry MXene was almost unchanged, which suggested that the interlayer of MXene could absorb water.

Figure 2: TG transformation of MXene soaked and nonsoaked in water.

3.2. Compressive Strength

Modification effect of MXene on cement can be expressed through its influence on the macroscopic mechanical properties. Effects of 0%, 0.04%, and 0.08% content of MXene on the compressive strength of cement paste are shown in Figure 3. The compressive strength of MXene-added paste was enhanced at early ages. In addition, the higher the MXene amount, the worse the enhancement: the compressive strength of 0.04% amount increased by 26.2%, 12.4%, and 11.7% at 1 d, 3 d, and 7 d, respectively, while the compressive strength of 0.08% amount only increased by 2.3%, 8.2%, and 6.1%, respectively. To explore the reasons for the strength gain characteristics of the cement paste, the early-age hydration characteristics of Portland cement paste were further evaluated.

Figure 3: Compressive strength with 0%, 0.04%, and 0.08% amount of MXene at 1 d, 3 d, and 7 d.

3.3. X-Ray Diffraction

Cement hydration is a very complex, heterogeneous multiphase chemical reaction process and is the result of setting and hardening of cement hydration. Its hardened cement paste is a heterogeneous multiphase system, the solid phase by a variety of hydration products and residual clinker posed and gaps exist in the water and air, belonging to the solid-liquid-gas three-phase porous body. The phase spectrum of cement hydration products is really complex, adding a reference standard to meet further increases the chance overlapping spectral lines, leading to quantitative analysis difficulty by using X-ray diffraction system for quantitative analysis of multiphase controversial [27, 28]. Therefore, X-ray diffraction is only used for qualitative analysis in this research. Many other researchers also use X-ray diffraction only to determine the change of hydration products before and after the addition of nanomaterials in cement-based materials [29]. Figures 4(a), 4(b), and 4(c) illustrate the XRD analysis of cement paste with 0%, 0.04%, and 0.08% concentration of MXene at day 1, day 3, and day 7, respectively. Ettringite (3CaO·Al₂O₃·3SO₄·H₂O, abbreviated as AFt), portlandite (Ca(OH)₂, abbreviated as CH), alite (3CaO·SiO₂, abbreviated as C₃S), and belite (2CaO·SiO₂, abbreviated as C₂S) were found to be the major phases for all the mixes. After incorporating MXene, X-ray diffraction pattern of the hydration products in each age was still a characteristic diffraction peak of these substances, and no new characteristic peak appeared, and no new phase appeared, which showed that MXene did not participate in cement hydration process, may only affect the crystal nucleation growth process, or played other roles.

(a)

(b)

(c)

Figure 4: XRD analysis of cement paste with 0%, 0.04%, and 0.08% amount of MXene at day 1, day 3, and day 7 ((a), (b), and (c) 2θ = 5–70°).

3.4. Hydration Heat

The cement paste hydration exothermic rate with 0%, 0.04%, and 0.08% amount of MXene within 72 hours is shown in Figure 5. Portland cement hydration is an exothermic process. Clinker mineral can be immediately dissolved in water; 3CaO·Al₂O₃ (abbreviated as C₃A) hydration was firstly produced and then the AFt was rapidly formed in the presence of gypsum. So, the first exothermic peak appeared around the tens of minutes. Subsequently, the hydration rate of C₃A was decreased with the increase of the number of AFt. The hydration exothermic rate was also slowed correspondingly. In the following ten hours, C₃S began to hydrate, causing the formation of C-S-H and CH phase. Thus, the second exothermic peak appeared. Before 13.3 h, we found that, with the increase of MXene concentration, the rate of hydration heat was slowed, indicating that MXene has inhibited the Portland cement hydration process. This may be related to the unique structure of MXene; the water was absorbed by gap between layers of MXene as studied before, leading to a reduction in water used for hydration process. After 13.3 h, the hydration exothermic heat with 0.08% concentration of MXene was faster than that of the other two dosages, which may be attributed to the release of water absorbed in MXene layer, causing a continuous hydration process.

(a)

(b)

Figure 5: The cement paste hydration exothermic rate with 0%, 0.04%, and 0.08% concentration of MXene within 72 h.

3.5. Morphology

To further explore the role of MXene in enhancing the early-age mechanical properties of cement paste, morphology of cement hydration products in different age periods was observed by SEM. Figures 6(a)–6(f) represent the SEM images of 0%, 0.04%, and 0.08% MXene content mixtures cured up to 3 and 7 days. According to the EDS analysis (see Figures 7(a)–7(c)), Ca, Si, O, and S are the main elements, which can yield the conclusion that C-S-H and ettringite were the main hydration products of specimens with 0%, 0.04%, and 0.08% MXene cured for 3 and 7 days. For all the mixtures, the amount and distribution of ettringite were quite different. Fewer ettringites with messy distribution and a lot of tiny needle-like crystals were exhibited in Figure 6(a). Extraordinarily, with 0.04% concentration of MXene at day 3, many regular ettringites with needle-like crystals got together at one node. With the increase of MXene concentration, ettringite with short rod crystal appeared at day 3. Additionally, with the help of EDS analysis (see Figure 8), a fact that C-S-H was grown in the surface of MXene was authenticated, which shows that MXene played nucleation effect in the cement hydration process. At day 7, C-S-H and ettringite were also mainly found in cured specimens with 0%, 0.04%, and 0.08% MXene. However, ettringite has grown from small needle-like crystals to stubby rod-like crystals, which have positive implications for improving the mechanical properties. Agminate ettringites at some nodes formed mesh structures which are shown in Figure 6(e). The results indicated that the main role of MXene in the cement hydration process was to promote the transformation of messy ettringite into regular distribution at a node, forming network connection structure in the process of crystal growth and improving the mechanical performance of cement paste significantly.

(a) 0%, 3 d

(b) 0.04%, 3 d

(c) 0.08%, 3 d

(d) 0%, 7 d

(e) 0.04%, 7 d

(f) 0.08%, 7 d

Figure 6: SEM micrographs of cement hydration products at day 3 and day 7 with 0%, 0.04%, and 0.08% amount of MXene.

(a)

(b)

(c)

Figure 7: EDS analysis of hydration products at day 3 without MXene.

(a)

(b)

(c)

Figure 8: EDS analysis of hydration products at day 1 with 0.04% amount of MXene.

4. Conclusion

Addition of MXene can significantly improve the early-age compressive strength of cement paste. With 0.04 wt% amount of MXene, the compressive strength was improved 26.2%, 12.4%, and 11.7% at day 1, day 3, and day 7, respectively, while, with 0.08 wt% amount of MXene, the compressive strength was only improved 2.3%, 8.2%, and 6.1% at day 1, day 3, and day 7, respectively. Portland cement hydration process was inhibited with the addition of MXene, and the inhibition was negatively correlated with the content. MXene provides a growth point of C-S-H gel and ettringite in the cement hydration process. Some chaotically distributed AFt turning was densely distributed at the nodes, forming a network structure with 0.04 wt% concentration of MXene, which has positive significance for the mechanical properties of the cement. MXene is a potential material for improving the properties of cement in engineering.

Conflict of Interests

The authors declare that there is no conflict of interests regarding the publication of this paper.

Acknowledgments

This work was financially supported by the National Natural Science Foundation of China (no. 51272068), the National High Technology Research and Development Program of China (no. 2015AA034701), and Doctoral Program of Henan Polytechnic University (B2009-97).

References

K. Sobolev and S. P. Shah, “Nanotechnology of concrete: recent developments and future perspectives,” ACI Materials Journal, vol. 254, 164 pages, 2008.

F. Sanchez and K. Sobolev, “Nanotechnology in concrete—a review,” Construction and Building Materials, vol. 24, no. 11, pp. 2060–2071, 2010.

X. Liu, P. Wang, H. Chen, and J. Wu, “Application of atomic force microscope in study of hydration products in early hardening stage of cement clinker minerals,” Journal of the Chinese Ceramic Society, vol. 32, no. 3, pp. 327–333, 2004.

J. A. Liu, Preliminary study on nano-materials reinforced cementitious composite [Dissertation], Dalian University of Technology, 2012.

N. Yang, “Research progress of C-S-H gel structure model,” Journal of Nanjing University of Chemical Technology, vol. 20, no. 2, pp. 78–85, 1998.

A. M. Rashad, “Effects of ZnO₂, ZrO₂, Cu₂O₃, CuO, CaCO₃, SF, FA, cement and geothermal silica waste nanoparticles on properties of cementitious materials—a short guide for civil engineer,” Construction and Building Materials, vol. 48, pp. 1120–1133, 2013.

P. Hou, K. Wang, J. Qian, S. Kawashima, D. Kong, and S. P. Shah, “Effects of colloidal nanoSiO₂ on fly ash hydration,” Cement and Concrete Composites, vol. 34, no. 10, pp. 1095–1103, 2012.

M. Oltulu and R. Şahin, “Effect of nano-SiO₂, nano-Al₂O₃ and nano-Fe₂O₃ powders on compressive strengths and capillary water absorption of cement mortar containing fly ash: a comparative study,” Energy and Buildings, vol. 58, pp. 292–301, 2013.

X. Liu, L. Chen, A. Liu, and X. Wang, “Effect of nano-CaCO₃ on properties of cement paste,” Energy Procedia, vol. 16, pp. 991–996, 2012.

A. H. Shekari and M. S. Razzaghi, “Influence of nano particles on durability and mechanical properties of high performance concrete,” Procedia Engineering, vol. 14, pp. 3036–3041, 2011.

M. S. Konsta-Gdoutos, Z. S. Metaxa, and S. P. Shah, “Highly dispersed carbon nanotube reinforced cement based materials,” Cement and Concrete Research, vol. 40, no. 7, pp. 1052–1059, 2010.

M. Aly, M. S. J. Hashmi, A. G. Olabi, M. Messeiry, and A. I. Hussain, “Effect of nano clay particles on mechanical, thermal and physical behaviours of waste-glass cement mortars,” Materials Science and Engineering A, vol. 528, no. 27, pp. 7991–7998, 2011.

M. Naguib, M. Kurtoglu, V. Presser et al., “Two-dimensional nanocrystals produced by exfoliation of Ti3AlC₂,” Advanced Materials, vol. 23, no. 37, pp. 4248–4253, 2011.

M. Naguib, O. Mashtalir, J. Carle et al., “Two-dimensional transition metal carbides,” ACS Nano, vol. 6, no. 2, pp. 1322–1331, 2012.

I. R. Shein and A. L. Ivanovskii, “Graphene-like titanium carbides and nitrides Tin+1Cn, Tin+1Nn (n = 1, 2, and 3) from de-intercalated MAX phases: first-principles probing of their structural, electronic properties and relative stability,” Computational Materials Science, vol. 65, pp. 104–114, 2012.

M. Kurtoglu, M. Naguib, Y. Gogotsi, and M. W. Barsoum, “First principles study of two-dimensional early transition metal carbides,” MRS Communications, vol. 2, no. 4, pp. 133–137, 2012.

S. Lv, J. Liu, T. Sun, Y. Ma, and Q. Zhou, “Effect of GO nanosheets on shapes of cement hydration crystals and their formation process,” Construction and Building Materials, vol. 64, pp. 231–239, 2014.

S. Lv, Y. Ma, C. Qiu, T. Sun, J. Liu, and Q. Zhou, “Effect of graphene oxide nanosheets of microstructure and mechanical properties of cement composites,” Construction and Building Materials, vol. 49, pp. 121–127, 2013.

S.-H. Lv, J.-J. Liu, C.-C. Qiu, Y.-J. Ma, and Q.-F. Zhou, “Microstructure and mechanism of reinforced and toughened cement composites by nanographene oxide,” Journal of Functional Materials, vol. 4, no. 45, pp. 84–89, 2014.

S. H. Lv, Y. J. Ma, C. C. Qiu, and H. B. Ju, “The regulation of graphene oxide on micromorphology of cement hydrate crystals and its impact on mechanical properties,” Journal of Functional Materials, vol. 44, no. 10, pp. 1487–1492, 2013.

S.-H. Lv, Y.-J. Ma, C.-C. Qiu, and H.-B. Ju, “Study on reinforcing and toughening of graphene oxide to cement-based composites,” Journal of Functional Materials, vol. 44, no. 15, pp. 2227–2231, 2013.

S. Lv, T. Sun, J. Liu et al., “Toughening effect and mechanism of graphene oxide nano sheets on cement matrix composites,” Acta Materiae Compositae Sinica, vol. 31, no. 3, pp. 644–652, 2014.

Z. Li, L. Wang, D. Sun et al., “Synthesis and thermal stability of two-dimensional carbide MXene Ti₃C₂,” Materials Science and Engineering B, vol. 191, pp. 33–40, 2015.

L. Senff, J. A. Labrincha, V. M. Ferreira, D. Hotza, and W. L. Repette, “Effect of nano-silica on rheology and fresh properties of cement pastes and mortars,” Construction and Building Materials, vol. 23, no. 7, pp. 2487–2491, 2009.

Z. Liu, Y. Zhang, and Q. Jiang, “Continuous tracking of the relationship between resistivity and pore structure of cement pastes,” Construction and Building Materials, vol. 53, pp. 26–31, 2014.

P. Chindaprasirt, C. Jaturapitakkul, and T. Sinsiri, “Effect of fly ash fineness on compressive strength and pore size of blended cement paste,” Cement and Concrete Composites, vol. 27, no. 4, pp. 425–428, 2005.

K. Yuan, L. Liao, H. Wan, and C. Wang, “Quantitative analysis of cristobalite and α-quartz in bentonite by X-ray powder diffraction—comparison between external standard and K-value method,” Journal of the Chinese Ceramic Society, vol. 39, no. 2, pp. 377–382, 2011.

Q.-Z. Yu, L.-K. Song, Y.-L. Chi, S.-H. Fan, and G.-H. Li, “X-ray diffraction quantitative analysis with polynomial-fit method for polycrystalline materials,” Spectroscopy and Spectral Analysis, vol. 24, no. 2, pp. 248–250, 2004.

S. Barbhuiya, S. Mukherjee, and H. Nikraz, “Effects of nano-Al₂O₃ on early-age microstructural properties of cement paste,” Construction and Building Materials, vol. 52, pp. 189–193, 2014.