Magnesium Phosphate Cement Research Articles

Influence of elevated temperature on the interfacial adhesion properties of cement composites reinforced with recycled coconut fiber

Magnesium phosphate cement (MPC) is the preferred material for rapid repair due to its rapid setting and early strength properties. However, its inherent brittleness renders it less suitable for use in assembled building nodes. To address the brittleness of MPC, coconut fiber (CF), a natural fiber known for its toughness, is often employed as a reinforcement. However, CF-MPC encounter difficulties in high-temperature settings, such as fire emergencies, which may compromise the interfacial bonding properties of this materials. This paper presents an investigation into the interfacial bonding properties of CF-MPC at elevated temperatures. The study employed microscopic analysis to observe the material changes of CF at elevated temperatures, evaluated the mechanical property changes by means of Fiber Tensile Test, and assessed the interfacial bonding performance by means of Fiber Drawing Test between CF and MPC. The findings indicated that as the temperature increased, the carbonized residue of the CF gradually decomposed, resulting in a notable decline in mechanical strength. Upon exceeding 400°C, the carbonization of CF was complete, resulting in the loss of its mechanical properties. Besides the results also demonstrated that the interfacial bond strength of CF-MPC at a burial depth of 7.5 mm reaches its maximum value of 2.14 MPa at 20°C. As the temperature rises to 200°C, the interfacial bond strength at a burial depth of 12.5 mm reaches its maximum value of 1.08 MPa at this temperature. The findings of this study are conducive to promoting the application of CF-MPC at high temperatures and provide a theoretical basis for the subsequent optimization of this material.

Study on the adhesive property of sludge-modified magnesium phosphate cement reinforcement coating for steel bars

The synergistic interaction inreinforced concrete systems originates from the strong bond between steel reinforcement and concrete, enabling them to collaborateunder load and optimize structural performance. This study applied various sludge-modified magnesium phosphate cement mixtures to the surfaces of plain round steel bars and ribbed steel bars to prepare steel-reinforced concrete specimens. The characterization of the bond performance of the sludge-modified magnesium phosphate cement reinforcement coating for steel bars and concrete was achieved through analyzing the failure modes, bond strength, and slip values of different groups. Microscopic analysis was performed using a scanning electron microscope. The results revealed that the primary failure mode of the steel-reinforced concrete specimens was steel bar pull-out, with some specimens exhibiting concrete splitting failure. Coating application on plain round steel bars increased bond strength, while on ribbed steel bars, it decreased bond strength. The application of the coating slightly reduced slip values to some extent.

Investigating the interfacial vertical shear behavior of BFPMPC mortar and cement concrete with pothole repair

Magnesium phosphate cement (MPC) has both traditional cement properties and ceramic properties with fast setting and hardening characteristics. To rapidly reopen traffic and extend its service life, MPC has been widely used in the rapid repair of highway and airport cement concrete pavement. This study utilizes basalt fiber-reinforced polymer-modified magnesium phosphate cement (BFPMPC) developed in previous research to rapid repair the typical potholes on cement concrete pavement, aims to reveal the interface properties between BFPMPC mortar and cement concrete and further investigate the underlying mechanisms for such properties. Firstly, the optimal mixture ratio was determined by orthogonal test design. Then, the shear strength of the repair interface was measured by composite BFPMPC mortar and cement concrete specimens. The mechanical characteristics of the repair interface and the microscopic mechanism were characterized by nano-indentation technology and SEM/EDS. Finally, the interface constitutive model was established by DIGIMAT and finite element model was developed to simulate the interface failure. Results showed that the no new hydration products were produced by the addition of polymer in BFPMPC. BFPMPC matrix became denser with the increase of age, resulting in the better bonding between fiber and paste. The interface vertical shear strength at 6 h and 3 d were 3.1 MPa and 3.9 MPa, respectively. SEM/EDS results showed that polymer has a certain self-healing ability to decrease the crack width with increase of curing age, and a variety of inclusions in the repair interface were observed. The elastic modulus of each inclusion phase can be effectively analyzed by nanoindentation. The simulation results showed that the pressure on upper surface of BFPMPC mortar transfers to the bottom through the repair interface. As the tensile stress on the bottom over the maximum interface tensile stress, the cracks were extend from the bottom to upper, then the structure was failed. Interface vertical shear strength of numerical simulation was, respectively, 3.149 MPa and 3.957 MPa. It is close to the plain shear strength experimental value, validating the proposed interface constitutive relationship.

Effect of magnesium hydroxide on the properties of fireproof coatings for steel structure based on magnesium phosphate cement

Magnesium phosphate cement, renowned for its exceptional fire resistance, has been a key area of research in fireproof coatings for steel structures. This study introduces a significant amount of magnesium hydroxide to replace the dead-burned MgO in magnesium phosphate cement. The goal is to enhance fireproof performance by capitalizing on magnesium hydroxide's outstanding flame retardant and fire resistance properties. This paper primarily investigates the effects of substantial amounts of magnesium hydroxide on the compressive strength, dry density, and bonding strength of coatings and the quality, phase, and micro-morphology of coatings before and after flaming thermal shock. The findings indicate that when the substitution rate of magnesium hydroxide surpasses 50%, the coatings exhibit commendable performance characteristics. After a curing duration of 28 days, the coatings attain a compressive strength of 0.5MPa, a bonding strength exceeding 0.04MPa, and a dry density remaining below 650kg/m³. Furthermore, the coatings demonstrate remarkable resilience to thermal shock, maintaining structural integrity even under extreme flame thermal shocks exceeding 1000 °C, without any observable cracking or spalling. This noteworthy performance underscores the significant potential of this research in the industrial landscape.

Electromagnetic wave absorption performance of rapid emergency magnesium phosphate cement (MPC) canvas

This study leverages the rapid emergency protection advantages of magnesium phosphate cement (MPC) canvas to develop a novel electromagnetic wave-absorbing material based on MPC canvas. The composite is composed of an MPC matrix with magnetite and iron powder as absorbers, arranged in a gradient structure. The research investigates the effects of absorbers and gradient contents on the electromagnetic wave absorption performance (EWAP) of MPC canvas. Experimental results show a maximum RL of −37.2 dB in the 2–18 GHz range, with a 6.3 GHz absorption bandwidth below −10 dB. Simulations further confirm that the gradient MPC canvas exhibits excellent EWAP across different frequency bands. The gradient design effectively adjusts the electromagnetic parameters through multiple reflection, scattering, and interference attenuation effects within the multilayer structure, enabling broadband absorption of electromagnetic waves.

Experimental and simulation study of magnesium phosphate cement two-liquid grouting materials

Magnesium phosphate cement (MPC) has a promising application in grouting. This study drew on the traditional cement-waterglass two-liquid grouting model. Creatively, the two main reaction components of MPC, dead-burned magnesium oxide and phosphate, were applied to the grouting field in a two-component liquid form. At the same time, through proportioning adjustment and experimental testing, we obtained A\B liquid components, which can be stabilized. In addition, MPC slurry was compared with the traditional grouting material, silicate cement slurry, to demonstrate its superiority. Finally, we simulated the grout diffusion process of the mixed slurry using the two-phase Darcy's law module of COMSOL Multiphysics subsurface fluids. The results show that the mixed slurry with a magnesium phosphate ratio of 1/3, a magnesium–boron ratio between 5% and 10%, and a water–cement ratio of 0.2–0.5 has better stability and mobility. Under the same fluidity, its strength is much higher than that of common silicate cement slurry and has good injectability. MPC was subjected to two-fluid grouting to take advantage of its fast-hardening and early-strengthening properties, while also improving its stability and fluidity. This study provided a theoretical foundation for the application of MPC.

Exploring the potential of construction-compatible materials in structural supercapacitors for energy storage in the built environment

As urbanization accelerates, the need for innovative solutions that integrate energy storage within the built environment (BE) becomes increasingly vital for sustainable and multifunctional infrastructure. This review paper delves into the pioneering concept of structural supercapacitors (SSCs), which seamlessly embed energy storage capabilities directly into construction materials such as ordinary portland cement, geopolymers, magnesium phosphate cement, aluminate cement, bricks, wood, and polymers. These materials are readily available and possess inherent structural strength, making them ideal candidates for functionalization as energy storage devices. SSCs rely on the combination of mechanical strength and electrochemical capabilities, allowing structures to serve dual functions—bearing mechanical loads while storing and releasing electrical energy. This review discusses the key components of SSCs, including conductive fillers, electrodes, and electrolytes, and evaluates their electrochemical and mechanical performance. Several critical research gaps have been identified, including the need for alternative conductive fillers to improve ionic conductivity and specific capacitance, advanced additives to enhance multifunctionality and optimization of the interaction between fillers and substrates. Additionally, post-curing treatments and the control of porosity and microstructure require further exploration to balance electrochemical performance with mechanical robustness. Challenges related to integrating SSCs into practical applications, such as environmental durability and mechanical load-bearing capacity, are also highlighted. Furthermore, the potential of 3D printing technology to create customizable SSC structures is identified as a promising area for future research. This review contributes to advancing SSCs and their potential integration into sustainable infrastructure by highlighting the gaps and future directions of the existing literature.

Study on the high temperature performance of magnesium and potassium phosphate cement mixed with sucrose and its mechanism of action

Magnesium potassium phosphate cement (MKPC) is susceptible to high-temperature damage when used as a fireproofing coating or structural repair material and as a nuclear waste encapsulation shell, and the strength loss and dimensional shrinkage at about 100 °C severely limit the application of MKPC. Therefore, in this paper, the macroscopic properties, physical phase composition and microscopic morphology of sucrose-modified MKPC at room and high temperatures (20°C, 50°C, 120°C) are investigated from the perspective of modified retarder, and the mechanism of sucrose's influence on MKPC at high temperatures and the optimal dosage are speculated, and the Pearson correlation analysis is performed on the various macroscopic and microscopic indexes. The results showed that 2.5 % sucrose doping could reduce dimensional shrinkage by 59.6 % and increase late strength by 21.8 % at high temperatures, significantly optimizing the macroscopic properties of MKPC. The inhibition of the high-temperature decomposition product MgKPO4·H2O by sucrose and the reduction of pores formed by water evaporation are among the main reasons for the optimization of the properties. Additionally, the adsorption of amorphous products to form new polymers that fill the pores is also an important reason for the optimization of performance. However, Pearson's correlation analysis showed that too much sucrose contributed to the reduction of pulp strength, and its optimal dosage should be between 2 % and 3 %.

Research on the properties of brucite-based magnesium phosphate cement fire resistive coating for steel structures

Magnesium Phosphate Cement (MPC) exhibits high strength, exceptional high-temperature resistance, and outstanding adhesion properties at the steel interface, rendering it an ideal material for fire resistive coatings on steel structures. In this study, natural brucite powder was employed as the magnesium source, while hollow glass microspheres (HGM) were utilized as functional modifiers to formulate brucite-based MPC fire resistive coatings for steel structures. This research explored the influence of the mass ratio of brucite powder to ammonium dihydrogen phosphate (M/P), the brucite particle size, and the addition of HGM on the physical, mechanical, and fire-retardant properties of the coatings. The microstructure of the brucite-based MPC before and after fire testing was examined using SEM, XRD, TG-DTG, and X-CT. The results indicated that with an M/P ratio of 2.5:1 and a brucite particle size of 75–150 μm, the material exhibited optimal overall performance and was suitable as a matrix material for MPC. The incorporation of an appropriate amount of HGM increased the compressive strength of brucite-based MPC by 33.4 %, reduced the dry density by 20.5 %, extended the fire resistance of the structure, and decreased the thermal conductivity by 48.2 %. This can be attributed to: (i) HGM filling the pores in brucite-based MPC, creating a denser microstructure; (ii) HGM forming a closed porous structure with the MPC matrix, reducing thermal conductivity and increasing thermal resistance; (iii) The low thermal diffusivity of HGM/MPC impeded heat transfer, thereby decelerating thermal decomposition and flame propagation.

Radiation stability and durability of magnesium phosphate cement for radioactive reactive metals encapsulation

The encapsulation of Radioactive Reactive Metallic Waste (RRMW) in ordinary Portland cement poses significant challenges due to its incompatibility with the alkaline environment of the matrix. To address this issue, magnesium phosphate cements (MPC) emerge as potential solutions for the safe and effective immobilisation of RRMWs. The radiation stability and durability of an optimised formulation have been examined for samples irradiated up to 1000 kGy, in particular concerning the leaching behaviour of the three main constituents of the cement hydration products, and on four artificially added elements used to simulate radionuclides commonly found in radioactive waste (caesium, strontium, europium, and cobalt). The mortars exhibited excellent leaching behaviour and a high mechanical resistance, even after irradiation, freeze-thaw cycles, and water immersion. No significant radiation-induced effects were observed in the mineralogical and microstructural properties of the mortars, thus supporting their stability at the examined doses. Having verified the compliance with the main Italian waste acceptance criteria, the results of this research represent an encouraging step for the future implementation of MPCs for RRMWs conditioning.

Influence of slag on water resistance of magnesium silicon potassium phosphate cement

The poor water resistance of traditional magnesium phosphate cement (MPC) limits its wider application in engineering fields. So far, research on enhancing the water resistance of MPC has been relatively limited. Therefore, this paper optimizes the slag content based on magnesium silicon potassium phosphate cement to prepare slag-magnesium silicon potassium phosphate cement (S-MSPPC). The research results indicate that slag contains various active components, and its appropriate addition can refine the pore structure of the paste. With the increase in slag replacement rate, the paste setting time increases, and the fluidity decreases slightly. The hydration of silica fume to produce SiO(OH)3‐ and SiO2(OH)22‐ ions significantly enhances the alkalinity of the paste and provides conditions for activating the activity of the slag. The S-MSPPC hardened paste can maintain alkalinity for the long term. Moreover, the water resistance of the S-MSPPC paste was significantly improved while ensuring mechanical properties. The water resistance coefficients of S-20 with 20 % slag increased by 49.23 % and 40.64 % at 28 days and 56 days compared to the reference group S-0. This improvement was due to the participation of silica fume and slag in the hydration reaction to form M-S-H and C-(A)-S-H gels in the paste. These gel products fill the pores and microcracks in the paste, optimize the pore size distribution, reduce porosity, and enhance density. In addition, the alkaline environment within the paste effectively slows the dissolution rate of K-struvite in water, further enhancing the water resistance of S-MSPPC.

A review on serviceability of foam concrete

In the face of the present global warming crisis, building energy conservation and emissions reduction have gained increasing attention. In the sustainable development of buildings, foam concrete has become increasingly popular in the construction industry due to its excellent thermal insulation, sound insulation and fire resistance. Foam concrete employed in buildingand construction (used as either a structural or non-structural member) must meet certain serviceability criteria. This paper reviews the serviceability of ordinary Portland cement (OPC) foam concrete, geopolymer foam concrete (GFC), sulphoaluminate cement (SAC) foam concrete, magnesium phosphate cement (MPC) foam concrete and limestone calcined clay cement (LC3) foam concrete, to include drying shrinkage, creep, thermal conductivity, water absorption and acoustic properties. Subsequently, it is proposed to change the initial curing conditions to reduce drying shrinkage, add glass fiber and basalt fiber to improve creep performance, increase heat flow direction resistance and extend the thermal conduction path to reduce thermal conductivity, control slump flow to regulate water absorption, and combine sound absorbing foam concrete with sound reflecting materials to achieve a comfortable and low noise living environment. Finally, ideas and suggestions for future work are proposed.

Investigation on a sustainable magnesium phosphate cement (MPC) with recycled waste MPC powders

Magnesium phosphate cement (MPC) has been used for the structure rapid-repair of damaged buildings. To reduce the cost and resource consumption during MPC preparation, recycled MPC powders were used to prepare an environmental-friendly MPC by replacing the dead burned MgO powders. The workability and early hydration temperature development of MPC paste with recycled powders were investigated. To characterize the effect of recycled powders on the performance of the MPC paste, the mechanical properties, volume stability, phase developments and microstructures were determined. The results showed that due to the small particle size and the large specific surface area, the recycled powders absorbed part of the water during the mixing and reduced the fluidity of the MPC paste. The chemical reaction activity of recycled powders was lower than that of MgO powders, resulting in the reduction of the hydration reaction rate and hydration products of MPC. With the recycled powder content increasing, the mechanical strength and volume stability of MPC decreased. The decreased strengths could be attributed to the poor MPC paste structure with increased pores and microcrack content caused by recycled powders. Nevertheless, when the recycled powder content was 40 %, MPC paste obtained a workability of 20.8 cm, setting time of 24.75 min, 3-h compressive strength of 30.9 and 28-d compressive strength of 50.3 MPa. Therefore, under this replacement rate, the MPC paste still had acceptable properties, which could still meet the rapid-repair requirements.

Research on high-strength and rapid-hardening magnesium phosphate as a novel bonding material for limestone artifacts

Due to natural erosion and human interference, limestone artifacts often suffer from cracks and gradual detachment. There is a critical need for new bonding materials that possess excellent aging resistance and high compatibility with the artifact substrates. This study investigates the effects of varying proportions of citric acid (CA) and borax (B) as composite retarders on the fundamental properties of magnesium phosphate cement (MPC). Through the application of X-ray diffraction techniques and cold field emission scanning electron microscopy, this research elucidates the mechanisms by which the retarders affect MPC. It was found that a 5 % addition of CA and B significantly reduces the hydration temperature during the early stages of MPC setting, enhances the unconfined compressive strength (reaching 44.3 MPa at 28 days), and allows for controllable setting times (17 minutes). Additionally, the presence of CA was found to delay crystal growth, resulting in an increased quantity of the amorphous phase and higher density of MPC. The optimal MPC formulation was selected as a bonding and repair material for limestone artifacts. For comparative analysis, traditional glutinous rice lime mortar (GL) and commercially available epoxy resin (EP) were tested under wet-dry cycling and UV aging conditions. Results indicated that EP materials demonstrated significant aesthetic incompatibilities and progressive cracking and detachment as aging tests progressed. GL materials exhibited significantly lower bonding strength compared to EP and MPC. In contrast, MPC displayed excellent aging resistance, moderate bonding strength, and a Shore hardness value closely matching that of the limestone substrates. Therefore, high-strength, rapid-hardening MPC represents a valuable and forward-looking solution for the conservation of limestone artifacts.

Injectable bone cement based on magnesium potassium phosphate and cross-linked alginate hydrogel designed for minimally invasive orthopedic procedures

Bone cement based on magnesium phosphate has extremely favorable properties for its application as a bioactive bone substitute. However, further improvement is still expected due to difficult injectability and high brittleness. This paper reported the preparation of novel biocomposite cement, classified as dual-setting, obtained through ceramic hydration reaction and polymer cross-linking. Cement was composed of magnesium potassium phosphate and sodium alginate cross-linked with calcium carbonate and gluconolactone. The properties of the obtained composite material and the influence of sodium alginate modification on cement reaction were investigated. Our results indicated that proposed cements have several advantages compared to ceramic cement, like shortened curing time, diverse microstructure, increased wettability and biodegradability and improved paste cohesion and injectability. The magnesium phosphate cement with 1.50% sodium alginate obtained using a powder-to-liquid ratio of 2.5 g/mL and cross-linking ratio 90/120 of GDL/CC showed the most favorable properties, with no adverse effect on mechanical strength and osteoblasts cytocompatibility. Overall, our research suggested that this novel cement might have promising medical application prospects, especially in minimally invasive procedures.

Ecotoxicity assessment of sustainable magnesium phosphate cements (Sust-MPCs) using luminescent bacteria and sea urchin embryo-larval development tests

The ecotoxicological view is one of the least studied aspects of sustainability in the cement sector. Although some regulations starting to include it, since new products incorporating waste materials need to be environmentally safe throughout their circular life cycle. Chemically bonded phosphate cements are a more sustainable alternative to conventional cements due to their lower environmental impact and the promotion of the Circular Economy by incorporating industrial waste. This paper analyzes the potential ecotoxicity over marine biological life of two alternative magnesium phosphate cements obtained from secondary sources of MgO. MPC-LG using the by-product low-grade MgO (LG-MgO) from the air pollution control system of the magnesite calcination kiln, and MPC-TUN using the tundish deskulling waste (TUN) obtained at the end-life of refractory material employed in the last metallurgical vessel of the steel casting process. For this purpose, the ecotoxicity criteria proposed by the European Construction Products Regulation are used as a reference. The Compliance leaching test, as well as two different ecotoxicity tests, the marine bacteria Vibrio fischeri luminescence reduction and the sea urchin Paracentrotus lividus embryo-larval development success, were conducted.No significant effects were observed on the bioluminescent bacteria within the leachate concentration range (until 80 %). In the sea urchin embryo-larval development test it was observed that the MPC-TUN sample showed lower toxicity than the MPC-LG sample. In summary, the results obtained from both ecotoxicity tests show consistency with the leaching behavior of Sust-MPCs, and demonstrate that they are environmentally safe in a marine scenario.

Durability of Magnesium Potassium Phosphate Cements (MKPCs) under Chemical Attack.

Magnesium phosphate cements (MPCs), also known as chemically bonded ceramics, represent a class of inorganic cements that have garnered considerable interest in recent years for their exceptional properties and diverse applications in the construction and engineering sectors. However, the development of these cements is relatively recent (they emerged at the beginning of the 20th century), so there are still certain aspects relating to their durability that need to be evaluated. The present work analyses the chemical durability of magnesium potassium phosphate cements (MKPCs) during 1 year of immersion in three leaching media: seawater, a Na2SO4 solution (4% by mass) and deionized water. For this, pastes of prismatic specimens of MKPC, prepared with different M/P ratio (2 and 3), were submitted to the different chemical attacks. At different ages, the changes on the mechanical strengths, microstructure (BSEM, MIP) and mineralogy (XRD, FTIR, TG/DTG) were evaluated. The results obtained indicate that, in general terms, MKPC systems show good behavior in the three media, with the more resistant system being the one prepared with a M/P molar ratio of 3.

Influence of high‐sulfur fly ash on the microstructure and properties of magnesium phosphate cement

Influence of high‐sulfur fly ash on the microstructure and properties of magnesium phosphate cement

Experimental evaluation of salt corrosion resistance of potassium salt magnesium phosphate cement coating slurry

In this work, a self-compacting potassium salt magnesium phosphate cement (PMPC) coating slurry was prepared by improving the water binder ratio and adding an appropriate amount of water glass (WG) and silica microfume (SMP). By performing long-term solution immersion tests, the following conclusions can be drawn: the remaining flexural and compressive strength values (Δff and Δfc) of the PMPC specimens (M2) containing 2 % WG and 10 % SMP immersed in water, 3.5 % NaCl solution, and 5 % Na2SO4 solution for 540 days were greater than 95 % and 90 %, respectively. In comparison to the reference PMPC specimen without WG and SMP (M0), the Δff and Δfc increased by more than 30 % and 25 %, respectively. After 540 days in 3.5 % NaCl solution and 5 % Na2SO4 solution, the salt corrosion coefficients (Kf and Kc) of the M2 specimen were all greater than 1. After excluding the factor of water corrosion, the salt crystals in the solution had a strengthening effect on the hardened PMPC paste. The M2 specimens experienced volume expansion after being immersed in a solution composed of water, 3.5 % NaCl solution, and 5 % Na2SO4 solution for 540 days (7.21× 10−4, 13.52 × 10−4, and 10.92 × 10−4); this expansion was significantly lower than that of the M0 specimen under the same conditions (13×10−4, 18.5×10−4, and 21.5×10−4) due to the relatively denser initial structure. The initial water absorption rate of M2 (0.64 %–0.66 %) was significantly lower than that of M0 (0.72 %–0.75 %). After soaking in water, 3.5 % NaCl solution, and 5 % Na2SO4 solution for 540 days, the water absorption of the M2 specimens increased by 64.6 %, 7.6 %, and 12.5 %, respectively, which is clearly lower than that of M0 specimens (95.9 %, 22.7 %, and 30.6 %). The increase in the water absorption of the specimen in the salt solution was also obviously smaller than that in the aqueous solution.

Ground granulated blast furnace slag-modified magnesium phosphate cement used as grouting material: Workability, mechanical property and corrosion resistance optimization

Calcium oxide and alumina, which are significant components of ground granulated blast furnace slag (GGBS), can participate in the hydration reaction with phosphate. This study examines the effect of incorporating GGBS as a mineral admixture on the fresh, mechanical, and durability properties of two-component magnesium phosphate cement (MPC)-based grouting materials. The findings reveal that GGBS replacement not only reduces the setting time and the heat released during hydration but also optimizes the fluidity of the fresh slurry at the appropriate replacement level. The optimal content of 20 % GGBS replacement significantly improves the mechanical properties of MPC grouts, achieving up to 28.4 MPa at 28 days, and enhances their resistance against the corrosion of water, chloride, and sulfate ions. XRD results show that the incorporation of GGBS leads to the formation of amorphous phases and secondary hydration products. These findings are corroborated by SEM analysis, which reveals gel-like new hydration products in matrices containing GGBS. Additionally, the incorporation of GGBS reduces the appearance of microcracks and gaps, resulting in a denser microstructure of the MPC matrix.