Effectiveness of the Top-Down Nanotechnology in the Production of Ultrafine Cement (<b>~</b>220 nm)

Jo, Byung-Wan; Chakraborty, Sumit; Kim, Ki Heon; Lee, Yun Sung

doi:https://doi.org/10.1155/2014/131627

Journal of Nanomaterials

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Abstract Introduction Experimental Results and Discussion Conclusion References Copyright Related Articles

Research Article | Open Access

Volume 2014 | Article ID 131627 | https://doi.org/10.1155/2014/131627

Effectiveness of the Top-Down Nanotechnology in the Production of Ultrafine Cement (~220 nm)

Byung-Wan Jo,¹Sumit Chakraborty,¹Ki Heon Kim,¹and Yun Sung Lee¹

Academic Editor: Bin Zhang

Received14 Feb 2014

Revised04 Jun 2014

Accepted05 Jun 2014

Published25 Jun 2014

Abstract

The present investigation is dealing with the communition of the cement particle to the ultrafine level (220 nm) utilizing the bead milling process, which is considered as a top-down nanotechnology. During the grinding of the cement particle, the effect of various parameters such as grinding time (1–6 h) and grinding agent (methanol and ethanol) on the production of the ultrafine cement has also been investigated. Performance of newly produced ultrafine cement is elucidated by the chemical composition, particle size distribution, and SEM and XRD analyses. Based on the particle size distribution of the newly produced ultrafine cement, it was assessed that the size of the cement particle decreases efficiently with increase in grinding time. Additionally, it is optimized that the bead milling process is able to produce 90% of the cement particle 350 nm and 50% of the cement particle 220 nm, respectively, after 6.3 h milling without affecting the chemical phases. Production of the ultrafine cement utilizing this method will promote the construction industries towards the development of smart and sustainable construction materials.

1. Introduction

With the aim to develop high performance, smart, and sustainable construction material, utilization of the ultrafine cement in construction process would be the promising technique. Therefore, an immediate practical plan is required to be established for the production of ultrafine cement. Regarding the production of the ultrafine cement, utilization of the nanotechnology would be the encouraging practice, because the nanotechnology is now being considered with a vision to advance our understanding and control of matter at the nanoscale towards the development of smart, economic, and sustainable materials. It empowers changes at the molecular level to improve material behavior and performance of civil and infrastructure systems [1]. Keeping in view of the word wide screening report, it is apparent that the Portland cement is one of the largest commodities consumed by mankind, but it’s potential is yet to be investigated at the micro/nanoscale level [2, 3]. If the nanoparticles (ultrafine particles) are integrated with traditional building materials, then the new materials may process high-value or smart properties. However, the existing applications of the nanomaterials are limited to produce antiaging, antiseptic, and purified air composite paint [4]. Recently, the attention of scientist is attracted towards the development of nanocement and/or ecological building materials incorporating various nanoscale materials such as spherical nanomaterial (namely, nano-SiO₂, nano-TiO₂, nano-Al₂O₃, nano-Fe₂O₃, etc.) nanofiber or nanotube (namely, carbon nanotube (CNT), carbon nanofibers (CNF)), and nanoclay into cement system [2, 5–7]. Accordingly, nanomaterials implanted complex structures of cement based materials are characterized by high strength, greater durability, rapid construction, and reduced environmental impact, with the whole range of newly introduced “smart” properties [2, 6–9]. Besides the incorporation of the nanomaterials into the cement concrete system, it is also reported elsewhere that the application of the nanoporous thin film on the aggregate surfaces before mixing of concrete not only brings a range of novel properties, such as high ductility, self-healing, self-crack controlling ability, low electrical resistivity, and self-sensing capabilities, but also improves the interfacial transition zone (ITZ) in concrete system [10–13]. Usually, inclusion of the different nanoparticle in cement system exposes a higher surface area of the cementing material for the hydration reaction. It is reported that at a particular water cement ration (W/C), the nanoparticle embedded cement is hydrated in a faster rate as compared to that of the conventionally available cement [1, 2, 14]. The fast rate of hydration reaction leads to developing early strength in cement composite, which in turn reduces the time for the building construction.

The methods discussed above focus on the incorporation of foreign nanoparticle in the cement system. However, very limited reports are available based on the production of ultrafine cement by physicomechanical crushing of the conventional cement particle [15–17]. Table 1 summarizes various procedures used for making of the nanocement and their application. Based on the critical literature survey, it is assessed that the fine cement of the particle size 200–2 μm can be produced by the grinding of the cement using ball mill, vibration mill, Raymond mill, mixing mill or air-blow mill, stirred mill, and so forth [15–17]. Accordingly, it is also reported that due to the milling of the cement, surface area of the cement particle increases; consequently, agglomeration of the particle occurs. Therefore, a special arrangement is required for its storage and packing, which in turn increases the cost of the cement [17]. However, to the best of our knowledge and belief, no research report is yet available, which can produce cement (50%–90% of the weight) of the particle size 200–300 nm using physicomechanical crushing. Therefore, reviewing the literature, it is apparent that wet grinding of the cement particle utilizing top-down nanotechnology for the production of ultrafine cement (~200–300 nm) has not been studied yet.

In order to produce ultrafine (submicro) cement using physicomechanical crushing (top-down) method, bead milling process has been selected. The chemical composition, particle size distribution, and SEM and XRD analyses were preferred selectively to evaluate the effectiveness of the bead milling process in production of ultrafine or submicro cement. Based on the analyses, it is assessed that bead milling process is demonstrated to be very effective to produce the ultrafine cement of the particle size 200–300 nm, retaining the chemical phases unaffected.

2. Experimental

2.1. Materials

Ordinary Portland cement provided by Ssangyong Cement Industrial Company, Korea, was used as the principal material for the production of ultrafine cement. The particle size, specific gravity, and fineness of the used ordinary Portland cement are 10–30 μm, 3.15, and ~2800 cm²/g, respectively.

Methanol and ethanol purchased from Merck, Germany, were used as crushing aid for the production of ultrafine (submicro) cement using bead milling process. The general features of the methanol and ethanol are represented in Table 2.

In this investigation, Zirconia ceramic beads purchased from Shanghai Pangea Import and Export Co., Ltd., China, were used as a grinding media due to its extreme low wear loss, high grinding efficiency, and high durability as compared to that of the glass and alumina based grinding media. The Zirconia beads are generally composed of ZrO₂ ~95% and Y₂O₃ ~5%, respectively. The standard shape of the used Zirconia beads is spherical in size of the diameter 0.4–0.6 mm. The specific density, bulk density, roundness, and color of the used Zirconia beads are reported to be 6.0 g/cc, 3.8 g/cc, >95%, and white, respectively.

2.2. Production of Ultrafine Cement

The bead milling process was used for the production of the ultrafine cement in this investigation. A 30 L capacity horizontal bead mill purchased from the Planetary Mixer Unitech, Korea, was used for the wet grinding of the ordinary Portland cement. The schematic picture of the horizontal bead mill is represented in Figure 1. The mill, used in this investigation, consists of a cylindrical tube with a stirring part situated at the center of the longitudinal axis of the tube. The stirring part of the mill contains a number of pins or discs for creating the shear force on the materials. An electric motor is connected with stirring part to run the stirring part for comminuting the cement particles. In the bead milling process, cement particles were comminuted controlling the several parameters such as grinding media, grinding force, and agitation speed. Accordingly, the empty volume of the tube was filled with the same size (0.4–0.6 mm) Zirconia beads as a grinding media to comminute the cement particle. As the bead mill is a type of the stirring mill, therefore, abrasive and shear forces were produced by the mill as grinding force to comminute the cement particles. The agitation speed of the bead mill was 3600 rpm, which was controlled by a pulley arrangement. During grinding of the cement, due to the high RPM and shearing force, the mill could be heated adequately. Therefore, for cooling purpose, the grinding chamber is equipped with a water jacket in which cold water is flowing from a thermostatic bath.

Thus, for the production of the ultrafine cement using bead milling process, initially, the empty volume of the mill was filled with the ordinary Portland cement particle of the size 10–30 μm and allowed to grind in the mill by controlling the above parameters. In this study, grinding of the cement was done in the presence of the two different grinding agents, namely, methanol (CH₃OH) and ethanol (C₂H₅OH), for three different times such as 1 h, 3 h, and 6 h. Table 3 represents the details for the production of the ultrafine or submicro cement using bead milling process.

2.3. Characterization

Chemical composition of the ordinary Portland cement as well as ultrafine Portland cement obtained after wet grinding in bead mill was measured using Rigaku NEX QC energy dispersive X-ray fluorescence (EDXRF) analyzer, Applied Rigaku Technologies, Inc., Austin, USA. The cement samples were analyzed packing the samples on a 40 mm rectangular hollow area of the sample holder. The analysis was done in helium environment. In this instrument, a 50 Kv X-ray generator tube is used to generate the X-ray for the analysis of the sample and a high performance SDD semiconductor based recorder is used to detect the signal. Before the analysis, cement samples were dried in oven at 105°C and cooled to room temperature by storing the samples in a vacuum desiccator.

Particle sizes of the normal OPC and ultrafine OPC samples were analyzed using LA-950 laser particle size analyzer instrument, purchased from Horiba Ltd., Kyoto, Japan. For the analysis of the cement samples, initially the samples were dried in oven at 105°C to remove the moisture. During the particle size analysis, exactly 1 g of the dry samples was fed into the PowderJet Dry Feeder of the LA-950 laser particle size analyzer. Furthermore, samples were analyzed based on the Mie scattering theory. In this instrument two light sources are used to analyze the particle size, namely, 5 mW, 650 nm red laser diode, and 3 mW, 405 nm blue LED. In the measurement array, the high quality photo diodes are used to detect the scattered light over a wide range of angles.

Micrographs of the cement particle before and after milling were recorded using JEOL JSM-6700F, JEOL USA Inc., USA. In this electron microscope, electrons are emitted from a bent tungsten filament (withstanding high temperature without melting) that acts as cathode. The emitted electrons are accelerated by the application of high voltage (maximum 30 kV) and strike on the surface of the sample which in turn assists to liberate the electron from the outer shell of the sample. These liberated electrons are termed as secondary electron, focused by electromagnetic lenses with a maximum magnification capacity 1000000x. The scanning of the electron beam over the sample surface is controlled by deflecting the electron beam using a scanning coil. During this investigation, a very thin gold was sputter coated on the surface of the moisture free dried samples to avoid charging. Thereafter, samples were placed on the SEM stub and allowed to analyze. The digital scanning electron micrographs were recorded at 10–20 kV accelerated voltage and 15 kx magnification.

The structural characteristics of ordinary Portland cement as well as ultrafine Portland cement produced utilizing bead mill were investigated using an X-ray diffractometer (Ultima III, Rigaku Inc., Japan). The CuKα radiation (40 kV, 40 mA) and Ni filter were used to produce the X-ray. The X-ray diffractograms of the samples were recorded in the 2θ rage 5°–60°, maintaining a scan speed of 1° min⁻¹ with a step difference of . In this investigation, X-ray diffraction of the oven dried samples was recorded by packing the samples in a rectangular hollow area of the glass made sample holder. In this instrument, a tungsten (W) filament is used as cathode and a desired target metal; for example, Cu is used as an anode to produce the monochromatic X-ray beam of the wave length 1.5 Å.

3. Results and Discussion

3.1. Particle Size Distribution

In this investigation, the particle size distribution of the ordinary Portland cement as well as ultrafine cement produced by the bead milling process plays an important role in predicting the desired characteristics and the performances of the final product. Figure 2 represents the particle size distribution pattern of the OPC particle before and after milling. From Figure 2(a), it is observed that 10%, 50%, and 90% of the cement show the particle sizes ~2.43 μm, ~12.57 μm, and ~38.77 μm, respectively, before milling. Therefore, it is considered that the ordinary Portland cement contains microparticles of the average particle size ~12.57 μm. Table 4 represents the summary of the particle size distribution of the ordinary Portland cement as well as ultrafine (submicro) cement produced by the bead milling process. As envisaged from Table 4, the particle size of the cement is significantly reduced by the milling of the cement utilizing bead milling process. It is also observed from the table that the size of the particle decreases gradually with increase in milling time irrespective of the grinding agents such as methanol (CH₃OH) and ethanol (C₂H₅OH). Additionally, it is visualized from the table that the particle size of the 50% cement is significantly reduced from 12.57 μm to 320 nm after 1 h milling in the presence of ethanol as a grinding agent. Figure 2(b) represents the particle size distribution pattern of the cement particle produced after 6 h milling. From the figure, it is envisaged that 10% of the cement contains 110 nm particles and 90% of the cement contains ~330 nm particle. Therefore, it is considered that wet grinding by top-down process (bead milling) is efficient to produce nanosized cement particle. Figure 2(c) represents the comparative particle size distribution pattern of the cement particle milling for 1 h, 3 h, and 6 h in the presence of ethanol as grinding agent. Moreover, as summarized in Table 4, the particle size of the 50% cement is reduced to 240 nm and 200 nm after 3 h and 6 h milling, respectively, in the presence of the ethanol (C₂H₅OH) as grinding agent. Therefore, it can be assessed that the wet grinding of the cement utilizing bead milling process is able to produce the nanoscale cement particle. As reported by Balaguru and Chong [1], the cement particle less than 500 nm can be termed as nanocement. Prior to this investigation, a very few researchers have attempted to produce ultrafine cement [15–17]. For example, Pilevneli et al. [15] reported that dry grinding of the cement can produce cement of the particle size 20–25 μm. Nevertheless, Huang et al. [17] reported that the wet grinding of the ordinary Portland cement can produce 50% of the cement particle less than 10 μm. Table 1 compares the particle size of the cement produced by different techniques. Hence, in the present investigation, the wet grinding of the cement using bead mill is able to produce the cement particle of the average size ~200–300 nm. Therefore, it is assessed that the process used in this investigation is the initial approach through which nanosized cement particle can be produced. During this investigation, the physicomechanical crushing of the cement leads to produce the nanosized cement particle. In this process, stirred mill was used, which mainly produces abrasive and shear forces for comminuting the microscale cement particle to nanoscale particle. Production of the ultrafine nanosized cement particle by the grinding of ordinary Portland cement in the bead mill can further be clarified by SEM analysis.

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Additionally, irrespective of the grinding time, different grinding agents play a significant role in controlling the particle size of the cement. As it is reported in Table 4, the particle size of the cement (50%) is reduced to 800 nm, 680 nm, and 510 nm after 1 h, 3 h, and 6 h milling, respectively, in the presence of the methanol as grinding agent. Whereas the particle size of the cement (50%) is reduced to 320 nm, 240 nm, and 200 nm after 1 h, 3 h, and 6 h milling, respectively, in the presence of the ethanol as grinding agent. It indicates that the ethanol as a grinding agent is performing more efficiently as compared to that of the methanol in controlling the particle size of the cement during the wet grinding of the cement in the bead milling process. This is might be due to the evaporation of low boiling (~64°C) methanol from the grinding chamber, which in turn assists in grinding the cement particle in dry medium. The dry grinding of the cement leads to agglomerate the ultrafine cement particle; as a result, large size particles are observed.

3.2. SEM Analysis

The efficacy of the bead milling process in the production of the nanocement is further clarified by SEM analysis. Figures 3(a), 3(b), 3(c), and 3(d) represent the SEM micrographs of the cement particles before and after milling. As envisaged from Figure 3(a), the particle size of the cement before milling was in the microscale level. However, the particle size of the cement significantly decreases by the milling of the cement as evidenced from Figures 3(b), 3(c), and 3(d). From Figure 3(b), it is observed that the bead milling process is able to produce 50% of the cement particle less than 1 μm after 1 h milling. As discussed in the preceding section, the particle size of the cement component decreases with increase in milling time, which is entirely proved by SEM analysis (represented in Figure 3(c) and Figure 3(d)). From Figure 3(d), it is visualized that the particle size of the cement (~50%) is less than 300 nm after 6 h milling. From the figure it is also envisaged that the decrease in particle size of the cement due to the bead milling increases the surface area and reduces the pores at disperse conditions. Thus, increased surface area of cement particle may lead to increase the extent of cement hydration reaction, which will assist in developing the early strength in concrete system. As it is observed from the SEM micrographs that pores are reduced in the disperse condition of the ultrafine cement, subsequently, it may lead to increase the compaction of the hydrated cement components. Therefore, it is expected that the phenomenon may lead to enhance the strength of nanocement based concrete composites.

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3.3. Chemical Composition Analysis

Chemical compositions of the cement samples were analyzed using energy dispersive X-ray fluorescence (EDXRF) analyzer. The detailed description of the instrument and the analysis procedure is presented in Section 2.3. Chemical compositions of the ordinary Portland cement before and after milling are presented in Table 5. Usually OPC contains various oxide components such as CaO, SiO₂, MgO, Al₂O₃, Fe₂O₃, and SO₃. Sarkar and Wheeler [16] reported the same chemical compositions present in the ultrafine cement type III. Based on the chemical composition analysis of the ordinary Portland cement as well as ultrafine (~200–300 nm) cement produced by bead milling, it is observed that the weight percentage of the chemical components is the same irrespective of the grinding time and grinding aids. Therefore, it is considered that there is no change in chemical composition which occurred even after 6 h milling. This phenomenon can further be clarified by X-ray diffraction analysis. Thus, from this result, it is ensured that the bead milling process is able to reduce the particle size to the nanoscale level retaining the chemical phases of the cement unaffected. Accordingly, it is expected that the ultrafine cement particle will definitely influence the properties of the final product, which will encourage the cement research towards the development of the high performance and sustainable construction materials.

3.4. X-Ray Diffraction Analysis

X-ray diffraction analysis of the ordinary Portland cement as well as ultrafine cement particle was performed to identify the chemical phases present in the cement samples before and after milling. The detailed description of the X-ray diffraction analyzer and analysis procedure is described in Section 2.3. X-ray diffractograms of the cement particle before and after milling are presented in Figures 4(a) and 4(b). Comparing the X-ray diffraction patterns of the cement samples obtained in this investigation with the existing literature, that is, Yousuf et al. [18], Trezza [19], Vaickelionis and Vaickelioniene [20], and Panigrahy et al. [21], the peak appeared to be due to the different chemical phases which are identified correctly. Table 6 represents the summary of the X-ray diffractograms of the cement samples (before and after milling). From the table, it is envisaged that the peaks correspond to the Ca(OH)₂ appeared at 2θ values 18.1°, 28.6°, 34.3°, 46.9°, and 55.1° for both of the cement samples before and after 6 h milling in the presence of ethanol as grinding agent. Additionally, the peaks correspond to C₃S appeared at 29.3°, 32.2°, and 50.9°, and the peak corresponds to C₂S appeared at 32.2 for both of the cement samples before and after 6 h milling. However, the peaks correspond to the Ca(OH)₂, C₃S, and ferrite phases which appeared at 53.8°, 41.1°, and 42.2°, respectively, in the X-ray diffractogram of the ordinary Portland cement (before milling) are abolished from the X-ray diffractogram of the OPC after 6 h milling. This is might be due to the significant reduction in intensity of the particular crystal plane diffraction. In the present investigation, it is observed from the figures that the peak corresponds to a particular phase which appeared at the same 2θ value for both of the cement samples (ordinary Portland cement and ultrafine cement sample prepared after 6 h milling). It indicates that the chemical phases are not altered even after 6 h milling of the cement. Therefore, it is ensured that the bead milling process is able to comminute the cement particle by keeping the chemical phases of the cement unaffected. Nevertheless, after the critical analysis of the X-ray diffraction patterns of the cement samples, it is envisaged that the peaks appeared to be due to the Ca(OH)₂ which become sharper and more intense for the ultrafine cement (produced by bead milling for 6 h) as compared to that of the ordinary Portland cement (before milling). Similarly, peaks correspond to the C₃S and C₂S phases of the ultrafine cement produced after 6 h milling which become sharper as compared to that of the OPC (before milling) but appear less intense (except peak at 2θ = 50.9° high intense) as compared to that of the OPC (before milling). This is might be due to the increase in phase purity after the milling of the cement. Due to the bead milling, the particle size of the cement retains at the nanoscale level (~200–300 nm), which in turn resists to overlap with the chemical phases; consequently, sharp peaks are observed in the X-ray diffractogram of the ultrafine cement. Accordingly, the extent of Ca(OH)₂ content is increased in the ultrafine cement (after 6 h milling) as compared to that of the ordinary Portland cement (before milling).

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Viewing in light of the above results and analyses, it is considered that the bead milling process is an efficient scheme to produce ultrafine cement of the particle size 200–300 nm from the ordinary Portland cement (microcement) utilizing top down nanotechnology concept, retaining the chemical phases unaffected. Based on the particle size analysis, we are trying to optimize the time required to produce the smallest size of the cement particle using bead milling process. As envisaged from Table 4, the particle size of the cement reduces gradually with increase in milling time. Initially, it was tried to find out the trend for the comminution of the particle size with the milling time for 50% (D50) and 90% (D90) passed cement particle. The trends for the comminution of D50 and D90 are well fitted (99.99% and 100%, resp.) with the equation and , respectively (Figures 5(a) and 5(b)). It indicates that the comminution of the cement particle with milling time follows an exponential trend. Based on the trends, the variation of the rate of comminution of particle size (dPs/dt) with milling time (t) has been investigated (shown in Figures 5(a) and 5(b)). As shown in Figures 5(c) and 5(d), the plot of dPs/dt Vs time (t) is extrapolated up to 10 h milling time using the respective equation for D50 and D90. From Figures 5(c) and 5(d), it is found that the value of dPs/dt becomes zero at the milling time h for both D50 and D90. Therefore, from this curve, it is assessed that beyond 6.3 h milling, size of the cement particle will not be reduced further, because the rate of comminution of the particle size becomes zero at 6.3 h milling. Thus, the 6.3 h is the optimum milling time at which the smallest particle of the cement will be obtained. Hence, from the extrapolated figures (Figures 5(c) and 5(d)), the particle sizes of the 90% (D90) and 50% (D50) passed cement are estimated to be ~350 and ~220 nm, respectively, after 6.3 h milling. Therefore, from the analysis, it is concluded that the bead milling process is able to produce 90% of the cement less than 350 nm and 50% of the cement less than 220 nm, respectively, after 6.3 h milling. As described in Table 1, the present investigation, for the first time, attempted to produce ultrafine cement and is able to produce cement of the particle size ~350–220 nm.

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4. Conclusion

This investigation offers a new idea to produce ultrafine cement utilizing bead milling process. Based on the results, it is considered that the bead milling process is the unique scheme to produce ultrafine nanoscale cement particle (~200–300 nm) from microscale particle (~12.57 μm). From the particle size distribution of the cement particle before and after milling, it is assessed that irrespective of the use of grinding agents such as methanol (CH₃OH) and ethanol (CH₃CH₂OH), the particle size of the cement is significantly reduced by the milling and it decreases gradually with increase in milling time. Additionally, from the particle size analysis, it is elucidated that the performance of ethanol as a grinding agent in the production of ultrafine cement is more efficient as compared to that of the methanol. SEM micrographs of the cement particle before and after milling clearly prove the comminution of the cement particle by the wet grinding of the cement. Based on the critical analysis of the comminution of particle size, it is appraised that the bead milling process is able to produce 50% of cement particle less than 220 nm and 90% of cement particle less than 350 nm after 6.3 h milling. Based on the chemical composition and XRD analyses, it is concluded that the bead milling process is able to produce ultrafine cement of the particle size ~200–300 nm retaining the chemical phases unaffected. Accordingly, it is expected that the ultrafine cement particle will definitely influence the properties of the final product, which will encourage the cement research towards the development of the high performance and sustainable construction materials.

Conflict of Interests

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

Acknowledgment

The authors would like to acknowledge BK21, the Government of Korea, for their funding to pursue this research program.

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Copyright

Copyright © 2014 Byung-Wan Jo 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.

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