Investigation on CalcinedMagnesium-BasedMineral Powder and Its Behavior as Alternative Binder

)is paper investigates the behavior of calcined powder made of natural magnesite and natural steatite.)emagnesite and steatite are made into a powder of ratio 3 :1 by weight proportion, and the combination is thermally decomposed at a temperature of 1200° Celsius. )e calcined powder along with and without Sodium Tripolyphosphate (STPP) salt is tested for its microscopic structural development, consistency, initial setting time, final setting time, and heat of hydration.)e powder is made into paste with water/ powder ratio as 0.25 and the hardened samples are tested for its compressive strength, drying shrinkage, pH value, SEM analysis, and XRD analysis. )e results show that adding phosphate salt increases the hydration process, setting time, and strength aspects. )e test samples are found with hydration products such as magnesium hydroxide and struvite.)us, the present work shows that natural metamorphic magnesite and natural metamorphic steatite can be the potential alternative resource for the production of magnesium-based binder.


Introduction
ere is an increasing concern over environmental impact of existing binders, such as ordinary portland cement.
ere are a lot of studies made to find the effective alternative binders. Alternative binders are a type of manmade mineral material which can react with water and/or CO 2 and get hardened and can be later used to concrete or mortar as binder.
e magnesium-based binders are considered to be the carbon negative as the water usage is reduced in comparison to Portland cement and the energy spent on preparing the magnesium-based cement will be lesser than calcium-based cement. is is due to lesser calcination temperature of magnesium-based cement with 650°C to 1200°C [1], when compared to calcium-based cement which has reacting temperature above 1300°C [2]. e magnesium from reject desalination brine is studied and found that it can react with CO 2 in atmosphere at 25°C to 65°C which is a breakthrough in carbon capture and utilization [3]. With this observation, it is understood that even with little higher emission of carbon dioxide during calcination, this reactive magnesium can capture the CO 2 in atmosphere, ensuring ecofriendliness. e raw materials are varied in production of cement to reduce the stress on single raw material which can cause stress to the resource and resource depletion. Magnesium-based minerals are good alternative to calcium-based minerals which influence the strength development, microstructure, and pH of binders [4,5]. e magnesium oxychloride cement has higher strength due to the formation of magnesium hydroxide [6], and the mechanical behavior of magnesium oxysulfate cement is based on the relative contribution of porosity, pore size, and higher interparticle bonds [7]. e magnesium phosphate cement (MPC) has rapid setting, light weight properties, and also higher strength gain, and the MPC has a potential future of replacing the conventional cement [8]. e early studies show that the calcined magnesite has hydration reaction and this calcined magnesite can even replace 50% of ordinary portland cement [9]. e formation of the hydrate phase in the MgO-based cement is attributed to the hydromagnesite which also influences the formation of brucite [10]. Cement manufacturing is one of the major sources of greenhouse gas emissions. Global warming is one of the concerning problems, where finding a solution is imminent [11]. Steatite also known as soapstone is a schist which is rich in magnesium [12]. It is used in applications such as ceramics manufacturing [13] and preparation of panels for switchboards [14]. Limited works are only found on its application in cement industry.
Lot of research works were carried out previously to replace cement in concrete production by industry waste materials such as fly ash and rice husk ash. However, researchers were unable to find a way to completely replace cement in conventional concrete [15].
Magnesium has the property of reducing pH of mixture in which it is mixed [5]. It is also observed that addition of magnesium leads to early strength gain in concrete [16], and this could lead to utilizing steatite in concrete which will protect from adverse climatic conditions. Steatite in its raw form is unable to deliver sufficient strength, so processing of raw material is obligatory. Furthermore, it is fine grinded for better results. A new kind of binder material, i.e., Magnesium Silicate Hydrate (MSH) gel is found when cement is partially replaced by steatite [17]. MSH gel is found to be much denser than CSH gel. However, synergy is not observed when steatite was used along with cement. One of the reasons could be its incompatibility in shapes, i.e., globules shape of MSH gel and sheet structure of CSH gel [4]. Researchers found that replacement up to 15% to the weight of cement in concrete was beneficial in strength gain [14].
In the previous works, researchers tried to use steatite as a raw feed for alkali-activated type binder [18]. As the process of alkali activation is a bit costly compared to conventional cement concrete, this research tries to find an economical as well as sustainable alternative.
Very limited works are carried out to assess the performance of calcined magnesite and steatite as binding material in the construction sector.
is work proposes a novel binding substance, magnesium carbonate-and magnesium silicate-based calcined material with and without sodium tripolyphosphate (STPP) salt, which could replace the conventional mechanism in concrete. Furthermore, present work tries to achieve serviceable strength of binder by using magnesite-and steatite-based binder.

Materials Used in
is Study. Naturally available metamorphic magnesium carbonate (magnesite) and naturally available metamorphic magnesium silicate are obtained and grinded to powder in ultrafine grinding ball mills. e properties of magnesite and steatite are given in Table 1. e ratio of magnesite to steatite is maintained as 3 : 1 by weight of powder. e mixed powder of magnesite and steatite is placed in crucible and kept in muffle furnace for a temperature of 1200°Celcius for a period of 3 hours. e temperature is fixed as the calcination process in magnesite starts above 850°C, and at 1500°C, it becomes dead burnt and agglomerated [19]; hence, the temperature is fixed at 1200°C. en, the powder is again grinded using ultradine ball mill. is sample is named as MB. A part of MB is then added with 5% of sodium tripolyphosphate and this sample is named as MPB. e properties of calcined magnesite and steatite (MB) are given in Table 2. e samples used for strength and pH measurement have hardened for 28 days in ambient condition.

Sample Preparation and Testing Methodology.
e consistency of powder and its Initial Setting Time (IST) and Final Setting Time (FST) are tested with Vicat's apparatus confirming to IS:4031-1988. e MB and MPB are made into paste with water. e water consistency is measured through Vicat's apparatus with a plunger where the trial pastes with water from 10% to 20% are prepared with different water percentages, and the sample which has Vicat's reading of 5 mm to 7 mm is taken as an appropriate sample through which the water requirement for the respective binder is identified. For preparation of hardened paste, the ratio of water to powder is taken as 0.25 and casted as cylinders with dimension of 10 mm diameter and 20 mm height. e samples are ambient cured in normal atmospheric temperature until testing days. e compressive strength is measured using Shimadzu compressive testing machine with the maximum capacity of 2000 kN. e shrinkage is measured using digital Vernier caliper on the standard samples, and the samples are unchanged and kept undisturbed for the testing period. e pH is measured by crushing the sample to powder and mixing it with 10 parts of neutral water for a period of 24 hours in flocculation set up, then the water is filtered, and pH is measured with pH meter. e heat of hydration is measured with digital thermal sensors with accuracy of −50°Celsius to +50°Celsius, and the sensor is immersed in the paste immediately after its preparation in the mold. e digital probe microscope scope is used to capture image of the paste in fresh state up to 500x magnification and the scanning electron microscope is used to capture and analyze the hardened samples up to 5000x magnification. e XRD analysis is carried out with a Siemens D-5000 X-ray diffractometer with Cu K-beta radiation and 2 scanning with a step size of 0.02°and a measuring time of 10.00 Deg/minute. A voltage of 40 kV and current of 15 mA are used. Samples are collected from the cubes after 28 days of water curing and powdered in ball mills to pass through the sieve size of 90 μ.

Results and Discussion
e MB and MPB samples are tested for its various behavior and performances through standard procedures. 2 Advances in Materials Science and Engineering To perform as a binder study on consistency, setting time and compressive strength are the important parameters. Table 3 shows the results of water consistency, setting time, and compressive strength of the samples. e results show that the requirement of water to initiate the paste phase of the MB powder is 15% and MPB powder is 16% by weight of powder. It is observed that the requirement of water is reduced by 40% to 50% compared to Ordinary Portland Cement. It is clear that the water usage can be reduced in this type of binding materials. e magnesium-based calcined powder with soluble phosphates increases the water resistance due to its lower concentration of Mg 2+ ions possible [20]. e STPP has also brought early hydration and this tends to increase the water requirement by 1% than the MB sample. Even though the particle size is smaller in both powders, it does not affect the water consistency. Consequently, it reduces the burden of water usage compared to Ordinary Portland Cement. e results on setting time show that the MB sample sets faster than the MPB sample. e IST and FST of MB are 28% and 25%, respectively, which are comparatively lesser than MPB samples. It can be understood that setting process of MB is faster when compared to MPB. e setting time is faster in the MB sample due to insufficient H+ ions and this is altered in the MPB samples due to presence of soluble phosphates [21]. Table 3 and Figure 1 show the result on compressive strength of MB and MPB samples. e compressive strength results show that MPB performs well than the MB samples. e MPB has 50%, 38%, 39%, and 42% higher strength gain on 3 days, 7 days, 14 days, and 28 days, respectively, in comparison with MB samples. e strength gain is attributed to the presence of phosphate in the MPB samples due to condensed microstructure in the MPB samples [22]. e drying shrinkage represented in Figure 2 shows that on initial days there are no shrinkage and as the days increase the shrinkage also increases for both MB and MPB samples. e MPB has 2.3%, 9.9%, 5.8%, 6.1%, 5.4%, and 3.9% lesser shrinkage on 7 days, 14 days, 28 days, 42 days, 56 days, and 70 days, respectively, in comparison to MB samples. e shrinkage is lesser in comparison to the conventional OPC samples and behaves similar to that of earlier studies [23]. e strength development is due to the formation of magnesium hydroxide in MPB samples [24]. e pH value shown in Table 3 represents the hydrogen concentration, and this shows that the MB has a pH of 12.80 and MPB has 13.80, which is more alkaline than the standard OPC binder-based paste with a pH value between 11 and 13. e heat of hydration curve represented in Figure 3 shows that MPB starts with higher heat in comparison with MB and then slowly decreases and gets normalized within 1hour duration. ere still has heat development even in 3 days, but it is observed that heat normalizes and the heat generation is constant even after 72 hours. is shows that there is sudden heat generation due to the setting of paste of MB and MPB samples due to the presence of reactive magnesia which also reflects in the setting time [25], and the heat produced is constant from day 0 to even after day 3, which is notable. Figure 4 shows the microscopic image of MB and MPB on 0 hours to 48 hours. From the microscopic image, it can be identified that MB, from 0 hour to 1 hour, has much structural change, and after which no much change is observed. However, when compared to the 12 hours image both 24-hour and 48-hour images have a little broadened crack, apart from this no notable changes are observed. In MPB images, from 0-hour to 1-hour image, the structural difference is not as large as MB. Figure 5 shows the scanning electron microscopic images, from which it can be seen that MPB samples have more amorphous products in comparison to MB sample, and the MPB sample is closely packed and there are very less microstructural pores. e MB sample shows the hydration product Mg(OH) 2 in a needle-/floral-shaped structure.
e calcination process induces reactive magnesium oxides. When the same reacts with water, the magnesium hydroxide products are formed. In addition, a small amount of Mg(OH) 2 is inhibited through stabilization of 5 Mg(OH) 2 MgCl 2 8H 2 O (HP) [26]. e MPB sample witnesses the presence of struvite in the irregular shape structure [27]. ese struvite crystals are the important hydration products in magnesium phosphate cement [28] and the same is achieved here, which contributes to the strength of MPB samples [27,28]. e HP is formed in very small intensity as observed in Figure 6, and this is due to the presence of chloride impurities in magnesite and steatite before calcination. Furthermore, the MPB sample has traces of struvite crystal (SC) [29]. Both HP and SC in MB and MPB samples act as hydration products which influence the hydration, setting time, and strength of the powder matrix. Figure 6 shows the XRD analysis of MB and MPB. e MB samples show the presence of HP which is already confirmed through Figure 5. e presence of quartz is also identified due to the reaction of silicate in steatite. Next, the presence of Mg (OH) 2 is evident in both MB and  e softening strength results in comparison to MPB samples are attributed to above discussed process [26]. e incorporation of STPP has brought increase in compressive strength and decrease in pore volumes as observed in the SEM images. e MPB specimens show dense microstructure and struvite crystals fill the pores. ese morphologies are due to the influence of STPP [30]. e struvite in presence of water is in more stable phase as studied in the earlier studies [31]. And also this availability of struvite has influence on compressive strength due to dissolutions [25]. us, the calcined magnesite and steatite have the properties which are similar to that of binders and few properties are similar to that of Ordinary Portland cement.

Conclusion
e results of this study show that, unlike the mixture without phosphate, the mixture with the addition of phosphate represents the combination of 2 magnesiumbased cements, MSH and phosphate ones.
e water requirement is decreased due to the lower concentration of magnesium ions in the calcined powder; consequently, it reduces the water requirement than Ordinary Portland cement. e setting and consistency are attributed to insufficient hydrogen ions in the MB sample which is rectified through addition of phosphates, and this process leads to better results in MPB samples. e addition of phosphate also increases the agglomeration of microstructure which attributes to the strength increment, and the strength is influenced through magnesium hydroxide which is evident in XRD analysis. e calcination process has induced reactive magnesia which influences the heat of hydration and strength attainment over a period. e presence of Mg(OH) 2 and struvite influences the hydration and strength attainment. us, the study confirms that the calcined magnesite and steatite can be developed into a binder, and to improve the performance, the same phosphate has to be added which will give higher hydration and strength gain.
Data Availability e data supporting this work are available in this article itself in Tables and Figures. Further clarification on the data will be available from the corresponding author upon request.  Advances in Materials Science and Engineering