# Nano-SiO2 and PVA Fiber Synergistically Strengthened Concrete to Optimize the Antifreeze, Antipermeability, and Anticorrosion Performance of Roads

Authors: Li Tang
Journal: Advances in Materials Science and Engineering
 (2022)

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## Abstract

As a modified material, nano-SiO2 can be compounded with many high molecular polymer resins to improve the performance of the polymer and be used as a concrete filler. PVA is a kind of synthetic fiber made of high-quality polyvinyl alcohol with a high degree of polymerization and processed by specific advanced technology. This research mainly discusses the optimization of the antifreeze, antipermeability, and anticorrosion performance of the concrete reinforced by nano-SiO2 and PVA fiber synergistically. In this paper, nanosilica PVA fiber-modified concrete was synthesized. Through compressive strength test, split tensile strength test, rapid freeze-thaw test, and microstructure test (X-ray diffraction and scanning electron microscope), this paper also analyzed the modification effect of PVA fiber concrete in different blends and the corresponding mechanism of nanoparticles. The instrument model of the scanning electron microscope used is S-4700; the manufacturer is Hitachi, a Japanese company; and the test voltage is 20 kV. Before the test, the hydrogel was placed in a freeze-drying oven at −40°C for 48 hours to remove water. Then, we put the sample in liquid nitrogen and break. The morphology of the cross-section was observed by SEM, and the microscopic morphology changes brought by different amounts of MTMS to the hydrogel were analyzed. After the test piece is immersed in water to reach a saturated state, we check the appearance size of the test piece, wipe the surface of the test piece clean with a rag, weigh the unfreeze-thaw test piece, then measure the ultrasonic wave speed of the test piece with a nondestructive testing instrument, and do good record. After every 25 freeze-thaw cycles, we measure the mass and relative dynamic elastic modulus of each group of specimens, make corresponding records, then put them into the freeze-thaw box, and add clean water as the freeze-thaw medium to continue the test. The average initial crack load of the three specimens of WW3 is increased by 52% compared with that of the specimens of WW1, and the load of WW4 is increased by 77%. This research helps promote the application of concrete on roads.


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## Body

## 1. Introduction

As the most widely used civil engineering materials, cement-based materials play an important role in many fields such as construction, roads, water conservancy, bridges, airports, ports, and coasts. Concrete is the most widely used construction engineering material today. After nearly 200 years of practice and research, it has been applied in various fields of civil engineering. However, with the passage of time, people gradually discovered its shortcomings, such as low tensile strength, weak toughness, and difficulty in controlling the crack width after the crack. Cement-based materials have the advantages of low cost, strong plasticity, and high compressive strength and have been favored by various projects since their inception. In the article, PVA Fiber was introduced to strengthen the concrete.A reinforced concrete frame structure is a more widely used building form. The frame column is an important seismic component of the frame structure, and its destruction can cause the frame structure to fail or even collapse. In order to overcome the failure of the frame column caused by the poor ductility of concrete, adding the appropriate amount of fiber to the concrete can significantly improve the ductility of the concrete. Reinforcing cement-based materials with fibers can effectively suppress cracks during their development stage.Engineering cement-based composite (ECC) is a kind of high-performance fiber-reinforced composite developed based on micromechanical principle. In order to improve the elastic modulus and minimize drying shrinkage of self-compacting (SC) ECC without adversely affecting its ductility, the cement composite contains nanosilica (NS). Twenty SC-ECC mixtures were proportioned, cast, cured, and tested to determine fresh and hardened properties using two variables: polyvinyl alcohol (PVA) fibers and NS particles. Mohammed et al. considered five levels of NS (0, 1, 2, 3, and 4) and four levels of PVA (0.5, 1, 1.5, and 2). The response surface method is used to perform multiobjective optimization and develop mixing ratios to produce optimal responses to compression strength, elastic modulus, and energy absorption. They found that the mixture containing 2 PVA and 1.89 NS produced the optimal response, but the study lacked practice [1]. This study pioneered an innovative hybrid engineering cement-based composite with fracture healing ability. The mechanical properties of the composite containing randomly dispersed short polyvinyl alcohol (PVA) and shape memory alloy (SMA) fibers were investigated. The results showed that the combination of PVA and SMA fibers significantly increased the tensile and flexibility of ECC by 59% and 97%, respectively, compared with the traditional ECC made of 2% PVA fibers alone. Mechanical properties do not improve further beyond a certain fiber dose due to increased porosity and fiber aggregation. Although coexisting PVA fibers can be damaged by heat treatment, fractured SM-ECC specimens will heal themselves during heat treatment due to the self-centering ability of SMA fibers. The results of his study highlight the prospect of designing new cement composites with superior mechanical properties to mitigate damage mechanisms and enhance the safety of infrastructure critical to national security but without further increasing the accuracy range [2]. The focus of Krishnaraja and Kandasamy’s research was to develop a novel hybrid engineered cement-based composite (ECC) and to evaluate the performance of a novel hybrid ECC based on steel short random fiber-reinforced material. This hybrid ECC is designed to improve the tensile strength of cement materials and enhance the better bending performance of RC beams. In their study, they looked at four different mixtures. ECC containing a 2.0% volume fraction of polyvinyl alcohol (PVA) fiber and polypropylene (PP) fiber is a mixture of two single fibers; ECC mixture of PVA fiber with a volume fraction of 0.65% and steel fiber with a volume fraction of 1.35% and polypropylene fiber with volume fraction of 0.65% and steel with a volume fraction of 1.35% were mixed into two other different mixtures. In their study, the material properties of single-fiber ECC containing 2.0% PVA were retained as the reference mixture. Although mixing with fibers has made significant achievements in the uniaxial tensile strength, compressive strength, Young’s modulus, and bending behavior of ECC laminated RC beams, there is still a lack of data [3]. Li et al. demonstrated wavelength switching and dual-wavelength soliton operation in an Erbium-doped fiber laser with three TI Bi2Se3 polyvinyl alcohol (Bi2Se3-PVA) films. By simply adjusting the pump power, the operation can be switched from 1,532 to 1,557 nm. A novel dual-wavelength soliton operation is observed by properly setting PC and pump power. Dual-wavelength pulses operate in different mode-locked states. One is a single pulse mode-locked operation at 1,532 nm, and the other is a bound soliton state at 1,557 nm. However, dual-wavelength soliton operation is not stable for long term. In the numerical results of his study, the interval change of bound pulse is very small, and the phase difference of bound pulse shows π jump change, so the study lacks practice [4]. Balboul et al.’s research involves preparing fiber-cement panels made from rice paper shells and old newspapers for prefabricated building panels and using two types of polymers as materials to make these panels. The bending strength reaches 6.99 MP, and the imported plate is 3.5 MP. As a result, these manufactured panels are fire-resistant. In addition to cement and polymer materials, different proportions of rising shells and newspaper waste were used in this study, which was composed of polyethylene ester (PVA) and polyol (PO) in a ratio of 3:1. Physical and mechanical properties were determined in their research. In this paper, rice husk fiber, old newspaper, and silica are used to make natural fiber cement panels for building partitions. The unit weight of the natural fiber cement board is about 1,408∼1,630 kg/m3. Although the flexural strength of natural fiber cement board is 70% higher than that of typical building materials, and the thermal conductivity is 0.217–0.430 Watt/mcheng∗K, showing good fire resistance, the specific research process is not given [5]. Kyu-oh studied a sensitive and selective ampere-type glucose biosensor based on a PVA/PAA nanofiber layer deposited on a copper/nickel electrode. In general, many of the currently available bedside glucose sensors exhibit a reduced response to analytes in the presence of elevated hematocrit levels (blood versus plasma differences). A glucose sensor electrode showing reduced sensitivity to changes in hematocrit levels is described. The sensor base consists of PVA/PAA-GOD coated nanofibers impregnated with a mixture of glucose oxidase and ruthenium REDOX media. Its average diameter is about 510 ± 50 nm (glucose oxidase aggregate is 100–150 ± 20 nm); its average pore diameter is 2.7 ± 0.5 μm; and its thickness is less than 20 μm. Copper/nickel electrodes have low resistance, less than 0.01 ω, and can be mass-produced for biosensor electrodes with uniform resistance. The current of the PVA/PAA-GOD coated nanofiber glucose biosensor showed no hematocrit effect on glucose measurements at glucose concentrations of 37.1 mg/dL (2.06 mmol/L) to 544.7 mg/dL at 35% to 60% hematocrit levels. Glucose sensors with PVA/PAA-GOD coated nanofibers deposited on a copper/nickel electrode on a PET film showed a relatively short response time (about 3 seconds) and a sensitivity of 0.85 μAmM1 with a linear range of 0 to 33 mL glucose. The sensor he studied has excellent reproducibility but has a large error [6].Adding fibers to cement-based materials can effectively restrain plastic shrinkage cracking. Adding fibers to concrete is an effective way to improve its performance of concrete. Compared with ordinary concrete, the flexural, tensile, flexural, and shear resistance of fiber concrete are improved, especially the concrete with high elastic modulus fiber and high fiber content, the performance improvement is very significant; fiber has reduced the ability of early and long-term shrinkage and cracking of concrete and reduce temperature cracks. With the increasing application of high ductility fiber concrete in practical engineering structures such as shear resistance, bending resistance, tensile strength, and repair, higher requirements are put forward for the performance of high ductility fiber concrete. Therefore, this article focuses on the shrinkage of high ductility fiber concrete. The performance of the shrinkage-compensating high ductility fiber concrete (shrinkage-compensating PVA-SiO2) mixed with PVA fiber is studied, which provides a reference for the application of shrinkage-compensating PVA-ECC in actual engineering. PVA fibers are mixed into traditional cement-based materials so that the materials have better tensile properties and better denaturation ability when subjected to tensile force and have broad application prospects.


## 2. Optimization Method for Road Freezing, Antiseepage, and Anticorrosion

### 2.1. Preparation before Research

Before the start of this research experiment, the preliminary work should be properly arranged to ensure the accuracy of the experimental data obtained in this paper. Before the test, the influence of sediment and the water content of the sand should be eliminated first, so the stones and sand after washing and drying should be stored for future use; in order to prevent the material from being damp, after each use of PVA nanosilica and cement as a cementing material, all must be sealed, stored, and placed in a dry and ventilated place and must be used within the validity period.


### 2.2. Preparation of PVA-SiO2 Composite Nanoparticles

For the synthesis of PVA-SiO2 composite nanoparticles, we use mature reverse microemulsion technology. The specific synthesis process is as follows: cyclohexane, surfactant TritonX-100, and cosurfactant n-hexanol are uniformly mixed at a volume ratio of 4.2:1:1, and an appropriate amount of water is used as a dispersion medium. For a water-in-oil microemulsion with stable properties, 0.1% PVA and 0.5% chitosan are added to maintain the molar ratio of the water phase to the surfactant at 10:1 to ensure that all water molecules are bound in the hydrophilic group of the surfactant molecule, stir for 1 hour to complete the nucleation process of the core-shell nanoparticles, then add the silanization reagent TEOS and ammonia to the microemulsion system at a volume ratio of 1.7:1, and continue to stir for 24 hours. Under the catalysis of ammonia, TEOS is gradually hydrolyzed to form a regular Si(OH)4 grid structure, and a polycondensation reaction takes place in the nanopool to form nanoparticles. After the reaction is completed, add half of the total volume of acetone to demulsify. After demulsification, the nanoparticles are separated from the microemulsion system, and the particles are collected by centrifugation. The ratio of common fiber parameters between cosurfactant molecules and fluorescent dye molecules adsorbed on the surface of nanoparticles and between uncross-linked polyvinyl alcohol and chitosan monomers are 0.2. Surfactant molecules, fluorescent dye molecules adsorbed on the surface of the nanoparticles, uncross-linked PVA and chitosan monomers, and finally the nanoparticles are dispersed in secondary water and stored at room temperature for later use. The comparison of commonly used fiber parameters is shown in Table 1.Table 1
Comparison of commonly used fiber parameters.
Fiber typeModulus of elasticity (GPa)Tensile strength (MPa)Limit extension rate (%)Steel fiber200400–1,0000.5–3.5Polypropylene fiber5–8400–65018Glass fiber73–851,000–3,0004.8–5.4Carbon fiber2052,450–3,1501PVA40–801,600–2,5006


### 2.3. Preparation of SiO2/PVA Tough Hydrogel

SiO2/PVA hydrogel is obtained by the sol-gel method first and then processed by freezing and thawing technology. First, through the traditional sol-gel method, the MTMS is hydrolyzed and then condensed with each other, and parts of the Si-OH and the C-OH on the PVA are condensed to produce Si-O-C. Then, through the method of freezing and thawing, the PVA is crystallized to produce crystal regions. The specific steps are as follows: add a quantitative amount of PVA particles into deionized water and heat and stirr at 96°C for 4 h to obtain a 10% mass fraction of PVA aqueous solution. Add 0.04 g of HCl solution to 15 g of PVA aqueous solution, stir with a magnet for 15 min, and then slowly add a certain amount of MTMS solution dropwise. Let it stand for 48 h at room temperature (25°C) to make the reaction complete. The solution was injected into a mold with polytetrafluoroethylene polydimethylsiloxane (PDMS) rubber underneath. Finally, the mold was frozen in a low-temperature thermostat at −20°C for 14 h and then thawed at room temperature for 8 h. After three freeze-thaw cycles, the tough SiO2/PVA hydrogel is finally obtained [7].The calculation of apparent density is accurate to 10 kg/m3 [8, 9].(1)ρ=m0m0+m2−m1−α1×1000,where ρ is the apparent density of the aggregate; m0 is the mass of the aggregate after drying (g); m1 is the total mass of the sample, water, bottle, and glass (g); m2 is the total mass of water, bottle, and glass (g); and α is the correction coefficient of water temperature to apparent density, which is 0.006 at 23°C. The moisture content of the aggregate is accurate to 0.1% [10]:(2)ϖwc=m1−m2m2−m3×100%,wherem1 is the total mass of the aggregate and the tray before drying (g), m2 is the total mass of the aggregate and the tray after drying (g), and m3 is the mass of the tray (g). The moisture content of the aggregate in different time periods is calculated according to the following formula, accurate to 0.01% [11]:(3)ϖhs=m2t−m1m2−m3×100%.The application of nanosilica in cement-based materials has attracted widespread attention. However, most research focuses on the early stage, hydration, mechanical, and durability aspects of nanosilica incorporation into plain concrete. Information about the mechanical properties and durability of fiber concrete reinforced by nanosilica still needs further research. The aggregate crush value indexϕ is [12](4)ϕ=m0−m1m0×100%.Nanosilica particles are smaller than cement and fly ash particles, which can improve particle accumulation and refine the pore structure, thereby shortening the setting time of concrete. It also reduces the water seepage and segregation of the concrete and at the same time improves the cohesion of the mixture in the early state. Cement consumption per cubic meter of concrete is calculated as follows [13, 14]:(5)m=mwoW/B,whereW/BW/B is the effective water-cement ratio, which is taken as 0.5 in this study [15].


### 2.4. Production Process of Recycled Concrete

In order to uniformly disperse and mix nanomaterials and fibers, certain incorporation methods and sequences must be used. For this test, the mixer should be added at the end of the dry mix while the mixing time is increased to ensure uniform dispersion of PVA. For nanosilica, there are two main ways of incorporation: the first is to extend the mixing time while mixing the mixture of PVA, nanomaterials, and cement with the incorporation of cementitious materials; the second is to add nanomaterials first stir in the water before adding it to the concrete. Finally, it is concluded that the second method of mixing the nanomaterials and water into the concrete can obtain an excellent dispersion effect and reduce the adhesion of nanomaterials to the interior of the mixer. The concrete preparation is shown in Figure1. The methods of cohesion and water retention are generally based on experience and qualitatively judge or evaluate the cohesion and water retention by observing the cement-based composite materials mixed in the test.Figure 1
Concrete preparation.Weigh the corresponding materials according to the mixing ratio, pour the fine aggregate and cement into the mixer and stir for 30 s, then add the coarse aggregate and stir for 30 s, add water and stir for 90 s, and then pour out. The water retention of each group of mixtures is good; the slump is between 60 and 80 mm; there is no bleeding phenomenon; and it meets the construction requirements [16]. Put each group of mixtures into test molds of 100 mm × 100 mm × 100 mm and 100 mm × 100 mm × 400 mm, place them on a vibrating table, vibrate and compact, smooth the surface with excess mortar, demold after 24 h, and place them in an environment of 20 ± 2°C and 95% humidity. The mixing ratio of concrete is shown in Table 2. Effective water-cement ratio is 0.5.Table 2
Mix ratio of concrete.
Specimen numberCompound dosage of test materials (kg/m3)Effective water-cement ratioCementEffective waterFine aggregateCoarse aggregateAdditional waterNAC0.53801905189216BAC0.538019049187379CAC0.538019051391250SBAC0.538019047784844SCAC0.538019051291037Table3 shows the 3 d, 7 d, 28 d, and 90 d compressive strength results of 5 kinds of concrete NAC, BAC, CAC, SBAC, and SCAC.Table 3
Three-day, 7 d, 28 d, and 90 d compressive strength of concrete NAC, BAC, CAC, SBAC, and SCAC.
Specimen numberCompressive strength at different ages (MPa)3 d7 d28 d90 dCoarse aggregateNAC20.1427.852747.38921BAC22.0624.1042.9233.73873CAC22.7226.3229.5239.30912SBAC17.3220.9633.2536.84848SCAC21.2025.9828.6744.09910The flexural strength of fiber concrete also needs to meet the following requirements: since the flexural specimen size is a nonstandard size of 100 mm × 100 mm × 400 mm, the final result should be multiplied by the size conversion factor of 0.82; the flexural strength value is the test value of the three rectangular parallelepiped specimens. The average value is calculated; regardless of the maximum or minimum of the three measured values, as long as the difference between one of them and the intermediate value is greater than 15% of the intermediate value, the maximum and minimum are discarded, and the intermediate value is taken as the test value of the flexural strength of the group of specimens [17].(6)mρ+mρk+m0ρs+m1ρg+χ=1,β=mm+mr×100%.Here, β is the sand rate (%).Fiber concrete is a composite material composed of cement, water, fine and coarse aggregates, and small and uniform short fibers. Compared with ordinary nonadditive concrete, the introduction of fiber can prevent the generation and continued expansion of cracks to a large extent because it can concentrate the pressure on the top end of the crack, thereby improving the tensile strength of the concrete and being pulled by the main body. The additional water consumption per cubic meter of concrete is [18, 19](7)Δm=mgβ.


### 2.5. Concrete Performance Test

#### 2.5.1. Pseudostatic Test

In the engineering structure test, how to test and evaluate the seismic performance of a structure is very complicated, but it does have very important significance. The pseudostatic test method is a static loading test in which low-cycle cyclic loads are applied to the specimen. It performs low-cycle reciprocating loading on the specimen by controlling the fixed displacement or load. The purpose is to obtain the nonlinear load-displacement performance of the component, and it can record the force-displacement changes of the specimen from the elastic stage, the plastic stage, and the failure stage. It can obtain all the information provided by the test piece to the maximum extent, including the stiffness, bearing capacity, deformation performance, and energy consumption performance of the test piece, so it is also called the low-cycle reciprocating loading test. It is the most widely used test method in the experimental research of structural seismic performance. The pseudostatic test has the advantages of practicability and economy; the test equipment is relatively cheap; and it is convenient for the tester to observe the force-deformation change rule and the failure phenomenon of the test piece in the whole process of the test. The cost of the test is small; the requirements for the test conditions are not high; and the versatility is strong. In the study, the test piece was held up by a tripod device to make it suspended.This test adopts a new type of electrohydraulic servo loading system, which realizes the automatic control of the whole process of loading the test piece, so that the loading is stable and accurate. The loading device is shown in Figure2.Figure 2
Loading device.


#### 2.5.2. Vertical Load Loading Test of the Specimen

A vertical mechanical Jack with a specification of 50 t is used to apply the vertical load. The upper base of the Jack can slide freely with the specimen when the specimen moves laterally, which fully guarantees the continuity of the axial force. There is a 5 cm-thick steel plate between the Jack and the top surface of the test piece to ensure uniform compressive stress on the top surface of the test piece. During the test, an external force sensor is set between the Jack and the upper top seat, and the vertical force is monitored and controlled in real time by the collector [20].


#### 2.5.3. Horizontal Load Test

The horizontal load loading of the test piece adopts a reaction frame connected with a 20 t hydraulic servo actuator to load the test piece horizontally. The output of the actuator is ±100 kN, and the stroke is ±100 mm. The rear end of the actuator is stably fixed on the reaction frame, and the front end of the actuator is a horizontal transfer device. The test column is stably fixed by a customized screw clamp. During the test, the actuator is controlled to apply a reciprocating horizontal load to the test column.


#### 2.5.4. Scanning Electron Microscope Test (SEM)

The instrument model of the scanning electron microscope used in this experiment is S-4700; the manufacturer is Hitachi, a Japanese company; and the test voltage is 20 kV. Before the test, the hydrogel was placed in a freeze-drying oven at −40°C for 48 hours to remove water. Then put the sample in liquid nitrogen and break. The morphology of the cross-section was observed by SEM, and the microscopic morphology changes brought by different amounts of MTMS to the hydrogel were analyzed [21].


#### 2.5.5. Thermal Weight Loss Analysis Test

When the sample undergoes sublimation and vaporization during the heating process, the quality changes will be reflected. These quality changes can be characterized by thermal weight loss analysis. The hydrogel samples need to be dried in a vacuum oven at 30°C for 24 hours to constant weight before testing to remove free water in the hydrogel. The instrument model used in this experiment is TGAQ500; the manufacturer is TA Company; the test temperature range is 20°C–800°C; and the heating rate is 10°C/min.


#### 2.5.6. Freeze-Thaw Experiment

After the test piece is immersed in water to reach a saturated state, check the appearance size of the test piece, wipe the surface of the test piece clean with a rag, weigh the unfreeze-thaw test piece, and then measure the ultrasonic wave speed of the test piece with a nondestructive testing instrument. Put the test piece into the test piece box and pour clear water 5 mm more than the test piece into the box as the freezing and thawing medium. The temperature control test piece is placed in the center of the freeze-thaw box and injected with antifreeze. A freeze-thaw cycle is completed within 2–4 h, and the thawing time shall not be less than 1/4 of the entire freeze-thaw cycle time. During the freezing and thawing process, the minimum and maximum temperatures in the center of the specimen are, respectively, controlled at (−18 ± 2)°C and (5 ± 2)°C; measure the mass and relative dynamic elastic modulus of each group of specimens every 25 times of freezing and thawing, make the corresponding records, then put it into the freezing and thawing box, add clean water again for freezing fusion medium, and continue to test [22].


## 2.1. Preparation before Research

Before the start of this research experiment, the preliminary work should be properly arranged to ensure the accuracy of the experimental data obtained in this paper. Before the test, the influence of sediment and the water content of the sand should be eliminated first, so the stones and sand after washing and drying should be stored for future use; in order to prevent the material from being damp, after each use of PVA nanosilica and cement as a cementing material, all must be sealed, stored, and placed in a dry and ventilated place and must be used within the validity period.


## 2.2. Preparation of PVA-SiO2 Composite Nanoparticles

For the synthesis of PVA-SiO2 composite nanoparticles, we use mature reverse microemulsion technology. The specific synthesis process is as follows: cyclohexane, surfactant TritonX-100, and cosurfactant n-hexanol are uniformly mixed at a volume ratio of 4.2:1:1, and an appropriate amount of water is used as a dispersion medium. For a water-in-oil microemulsion with stable properties, 0.1% PVA and 0.5% chitosan are added to maintain the molar ratio of the water phase to the surfactant at 10:1 to ensure that all water molecules are bound in the hydrophilic group of the surfactant molecule, stir for 1 hour to complete the nucleation process of the core-shell nanoparticles, then add the silanization reagent TEOS and ammonia to the microemulsion system at a volume ratio of 1.7:1, and continue to stir for 24 hours. Under the catalysis of ammonia, TEOS is gradually hydrolyzed to form a regular Si(OH)4 grid structure, and a polycondensation reaction takes place in the nanopool to form nanoparticles. After the reaction is completed, add half of the total volume of acetone to demulsify. After demulsification, the nanoparticles are separated from the microemulsion system, and the particles are collected by centrifugation. The ratio of common fiber parameters between cosurfactant molecules and fluorescent dye molecules adsorbed on the surface of nanoparticles and between uncross-linked polyvinyl alcohol and chitosan monomers are 0.2. Surfactant molecules, fluorescent dye molecules adsorbed on the surface of the nanoparticles, uncross-linked PVA and chitosan monomers, and finally the nanoparticles are dispersed in secondary water and stored at room temperature for later use. The comparison of commonly used fiber parameters is shown in Table 1.Table 1
Comparison of commonly used fiber parameters.
Fiber typeModulus of elasticity (GPa)Tensile strength (MPa)Limit extension rate (%)Steel fiber200400–1,0000.5–3.5Polypropylene fiber5–8400–65018Glass fiber73–851,000–3,0004.8–5.4Carbon fiber2052,450–3,1501PVA40–801,600–2,5006


## 2.3. Preparation of SiO2/PVA Tough Hydrogel

SiO2/PVA hydrogel is obtained by the sol-gel method first and then processed by freezing and thawing technology. First, through the traditional sol-gel method, the MTMS is hydrolyzed and then condensed with each other, and parts of the Si-OH and the C-OH on the PVA are condensed to produce Si-O-C. Then, through the method of freezing and thawing, the PVA is crystallized to produce crystal regions. The specific steps are as follows: add a quantitative amount of PVA particles into deionized water and heat and stirr at 96°C for 4 h to obtain a 10% mass fraction of PVA aqueous solution. Add 0.04 g of HCl solution to 15 g of PVA aqueous solution, stir with a magnet for 15 min, and then slowly add a certain amount of MTMS solution dropwise. Let it stand for 48 h at room temperature (25°C) to make the reaction complete. The solution was injected into a mold with polytetrafluoroethylene polydimethylsiloxane (PDMS) rubber underneath. Finally, the mold was frozen in a low-temperature thermostat at −20°C for 14 h and then thawed at room temperature for 8 h. After three freeze-thaw cycles, the tough SiO2/PVA hydrogel is finally obtained [7].The calculation of apparent density is accurate to 10 kg/m3 [8, 9].(1)ρ=m0m0+m2−m1−α1×1000,where ρ is the apparent density of the aggregate; m0 is the mass of the aggregate after drying (g); m1 is the total mass of the sample, water, bottle, and glass (g); m2 is the total mass of water, bottle, and glass (g); and α is the correction coefficient of water temperature to apparent density, which is 0.006 at 23°C. The moisture content of the aggregate is accurate to 0.1% [10]:(2)ϖwc=m1−m2m2−m3×100%,wherem1 is the total mass of the aggregate and the tray before drying (g), m2 is the total mass of the aggregate and the tray after drying (g), and m3 is the mass of the tray (g). The moisture content of the aggregate in different time periods is calculated according to the following formula, accurate to 0.01% [11]:(3)ϖhs=m2t−m1m2−m3×100%.The application of nanosilica in cement-based materials has attracted widespread attention. However, most research focuses on the early stage, hydration, mechanical, and durability aspects of nanosilica incorporation into plain concrete. Information about the mechanical properties and durability of fiber concrete reinforced by nanosilica still needs further research. The aggregate crush value indexϕ is [12](4)ϕ=m0−m1m0×100%.Nanosilica particles are smaller than cement and fly ash particles, which can improve particle accumulation and refine the pore structure, thereby shortening the setting time of concrete. It also reduces the water seepage and segregation of the concrete and at the same time improves the cohesion of the mixture in the early state. Cement consumption per cubic meter of concrete is calculated as follows [13, 14]:(5)m=mwoW/B,whereW/BW/B is the effective water-cement ratio, which is taken as 0.5 in this study [15].


## 2.4. Production Process of Recycled Concrete

In order to uniformly disperse and mix nanomaterials and fibers, certain incorporation methods and sequences must be used. For this test, the mixer should be added at the end of the dry mix while the mixing time is increased to ensure uniform dispersion of PVA. For nanosilica, there are two main ways of incorporation: the first is to extend the mixing time while mixing the mixture of PVA, nanomaterials, and cement with the incorporation of cementitious materials; the second is to add nanomaterials first stir in the water before adding it to the concrete. Finally, it is concluded that the second method of mixing the nanomaterials and water into the concrete can obtain an excellent dispersion effect and reduce the adhesion of nanomaterials to the interior of the mixer. The concrete preparation is shown in Figure1. The methods of cohesion and water retention are generally based on experience and qualitatively judge or evaluate the cohesion and water retention by observing the cement-based composite materials mixed in the test.Figure 1
Concrete preparation.Weigh the corresponding materials according to the mixing ratio, pour the fine aggregate and cement into the mixer and stir for 30 s, then add the coarse aggregate and stir for 30 s, add water and stir for 90 s, and then pour out. The water retention of each group of mixtures is good; the slump is between 60 and 80 mm; there is no bleeding phenomenon; and it meets the construction requirements [16]. Put each group of mixtures into test molds of 100 mm × 100 mm × 100 mm and 100 mm × 100 mm × 400 mm, place them on a vibrating table, vibrate and compact, smooth the surface with excess mortar, demold after 24 h, and place them in an environment of 20 ± 2°C and 95% humidity. The mixing ratio of concrete is shown in Table 2. Effective water-cement ratio is 0.5.Table 2
Mix ratio of concrete.
Specimen numberCompound dosage of test materials (kg/m3)Effective water-cement ratioCementEffective waterFine aggregateCoarse aggregateAdditional waterNAC0.53801905189216BAC0.538019049187379CAC0.538019051391250SBAC0.538019047784844SCAC0.538019051291037Table3 shows the 3 d, 7 d, 28 d, and 90 d compressive strength results of 5 kinds of concrete NAC, BAC, CAC, SBAC, and SCAC.Table 3
Three-day, 7 d, 28 d, and 90 d compressive strength of concrete NAC, BAC, CAC, SBAC, and SCAC.
Specimen numberCompressive strength at different ages (MPa)3 d7 d28 d90 dCoarse aggregateNAC20.1427.852747.38921BAC22.0624.1042.9233.73873CAC22.7226.3229.5239.30912SBAC17.3220.9633.2536.84848SCAC21.2025.9828.6744.09910The flexural strength of fiber concrete also needs to meet the following requirements: since the flexural specimen size is a nonstandard size of 100 mm × 100 mm × 400 mm, the final result should be multiplied by the size conversion factor of 0.82; the flexural strength value is the test value of the three rectangular parallelepiped specimens. The average value is calculated; regardless of the maximum or minimum of the three measured values, as long as the difference between one of them and the intermediate value is greater than 15% of the intermediate value, the maximum and minimum are discarded, and the intermediate value is taken as the test value of the flexural strength of the group of specimens [17].(6)mρ+mρk+m0ρs+m1ρg+χ=1,β=mm+mr×100%.Here, β is the sand rate (%).Fiber concrete is a composite material composed of cement, water, fine and coarse aggregates, and small and uniform short fibers. Compared with ordinary nonadditive concrete, the introduction of fiber can prevent the generation and continued expansion of cracks to a large extent because it can concentrate the pressure on the top end of the crack, thereby improving the tensile strength of the concrete and being pulled by the main body. The additional water consumption per cubic meter of concrete is [18, 19](7)Δm=mgβ.


## 2.5. Concrete Performance Test

### 2.5.1. Pseudostatic Test

In the engineering structure test, how to test and evaluate the seismic performance of a structure is very complicated, but it does have very important significance. The pseudostatic test method is a static loading test in which low-cycle cyclic loads are applied to the specimen. It performs low-cycle reciprocating loading on the specimen by controlling the fixed displacement or load. The purpose is to obtain the nonlinear load-displacement performance of the component, and it can record the force-displacement changes of the specimen from the elastic stage, the plastic stage, and the failure stage. It can obtain all the information provided by the test piece to the maximum extent, including the stiffness, bearing capacity, deformation performance, and energy consumption performance of the test piece, so it is also called the low-cycle reciprocating loading test. It is the most widely used test method in the experimental research of structural seismic performance. The pseudostatic test has the advantages of practicability and economy; the test equipment is relatively cheap; and it is convenient for the tester to observe the force-deformation change rule and the failure phenomenon of the test piece in the whole process of the test. The cost of the test is small; the requirements for the test conditions are not high; and the versatility is strong. In the study, the test piece was held up by a tripod device to make it suspended.This test adopts a new type of electrohydraulic servo loading system, which realizes the automatic control of the whole process of loading the test piece, so that the loading is stable and accurate. The loading device is shown in Figure2.Figure 2
Loading device.


### 2.5.2. Vertical Load Loading Test of the Specimen

A vertical mechanical Jack with a specification of 50 t is used to apply the vertical load. The upper base of the Jack can slide freely with the specimen when the specimen moves laterally, which fully guarantees the continuity of the axial force. There is a 5 cm-thick steel plate between the Jack and the top surface of the test piece to ensure uniform compressive stress on the top surface of the test piece. During the test, an external force sensor is set between the Jack and the upper top seat, and the vertical force is monitored and controlled in real time by the collector [20].


### 2.5.3. Horizontal Load Test

The horizontal load loading of the test piece adopts a reaction frame connected with a 20 t hydraulic servo actuator to load the test piece horizontally. The output of the actuator is ±100 kN, and the stroke is ±100 mm. The rear end of the actuator is stably fixed on the reaction frame, and the front end of the actuator is a horizontal transfer device. The test column is stably fixed by a customized screw clamp. During the test, the actuator is controlled to apply a reciprocating horizontal load to the test column.


### 2.5.4. Scanning Electron Microscope Test (SEM)

The instrument model of the scanning electron microscope used in this experiment is S-4700; the manufacturer is Hitachi, a Japanese company; and the test voltage is 20 kV. Before the test, the hydrogel was placed in a freeze-drying oven at −40°C for 48 hours to remove water. Then put the sample in liquid nitrogen and break. The morphology of the cross-section was observed by SEM, and the microscopic morphology changes brought by different amounts of MTMS to the hydrogel were analyzed [21].


### 2.5.5. Thermal Weight Loss Analysis Test

When the sample undergoes sublimation and vaporization during the heating process, the quality changes will be reflected. These quality changes can be characterized by thermal weight loss analysis. The hydrogel samples need to be dried in a vacuum oven at 30°C for 24 hours to constant weight before testing to remove free water in the hydrogel. The instrument model used in this experiment is TGAQ500; the manufacturer is TA Company; the test temperature range is 20°C–800°C; and the heating rate is 10°C/min.


### 2.5.6. Freeze-Thaw Experiment

After the test piece is immersed in water to reach a saturated state, check the appearance size of the test piece, wipe the surface of the test piece clean with a rag, weigh the unfreeze-thaw test piece, and then measure the ultrasonic wave speed of the test piece with a nondestructive testing instrument. Put the test piece into the test piece box and pour clear water 5 mm more than the test piece into the box as the freezing and thawing medium. The temperature control test piece is placed in the center of the freeze-thaw box and injected with antifreeze. A freeze-thaw cycle is completed within 2–4 h, and the thawing time shall not be less than 1/4 of the entire freeze-thaw cycle time. During the freezing and thawing process, the minimum and maximum temperatures in the center of the specimen are, respectively, controlled at (−18 ± 2)°C and (5 ± 2)°C; measure the mass and relative dynamic elastic modulus of each group of specimens every 25 times of freezing and thawing, make the corresponding records, then put it into the freezing and thawing box, add clean water again for freezing fusion medium, and continue to test [22].


## 2.5.1. Pseudostatic Test

In the engineering structure test, how to test and evaluate the seismic performance of a structure is very complicated, but it does have very important significance. The pseudostatic test method is a static loading test in which low-cycle cyclic loads are applied to the specimen. It performs low-cycle reciprocating loading on the specimen by controlling the fixed displacement or load. The purpose is to obtain the nonlinear load-displacement performance of the component, and it can record the force-displacement changes of the specimen from the elastic stage, the plastic stage, and the failure stage. It can obtain all the information provided by the test piece to the maximum extent, including the stiffness, bearing capacity, deformation performance, and energy consumption performance of the test piece, so it is also called the low-cycle reciprocating loading test. It is the most widely used test method in the experimental research of structural seismic performance. The pseudostatic test has the advantages of practicability and economy; the test equipment is relatively cheap; and it is convenient for the tester to observe the force-deformation change rule and the failure phenomenon of the test piece in the whole process of the test. The cost of the test is small; the requirements for the test conditions are not high; and the versatility is strong. In the study, the test piece was held up by a tripod device to make it suspended.This test adopts a new type of electrohydraulic servo loading system, which realizes the automatic control of the whole process of loading the test piece, so that the loading is stable and accurate. The loading device is shown in Figure2.Figure 2
Loading device.


## 2.5.2. Vertical Load Loading Test of the Specimen

A vertical mechanical Jack with a specification of 50 t is used to apply the vertical load. The upper base of the Jack can slide freely with the specimen when the specimen moves laterally, which fully guarantees the continuity of the axial force. There is a 5 cm-thick steel plate between the Jack and the top surface of the test piece to ensure uniform compressive stress on the top surface of the test piece. During the test, an external force sensor is set between the Jack and the upper top seat, and the vertical force is monitored and controlled in real time by the collector [20].


## 2.5.3. Horizontal Load Test

The horizontal load loading of the test piece adopts a reaction frame connected with a 20 t hydraulic servo actuator to load the test piece horizontally. The output of the actuator is ±100 kN, and the stroke is ±100 mm. The rear end of the actuator is stably fixed on the reaction frame, and the front end of the actuator is a horizontal transfer device. The test column is stably fixed by a customized screw clamp. During the test, the actuator is controlled to apply a reciprocating horizontal load to the test column.


## 2.5.4. Scanning Electron Microscope Test (SEM)

The instrument model of the scanning electron microscope used in this experiment is S-4700; the manufacturer is Hitachi, a Japanese company; and the test voltage is 20 kV. Before the test, the hydrogel was placed in a freeze-drying oven at −40°C for 48 hours to remove water. Then put the sample in liquid nitrogen and break. The morphology of the cross-section was observed by SEM, and the microscopic morphology changes brought by different amounts of MTMS to the hydrogel were analyzed [21].


## 2.5.5. Thermal Weight Loss Analysis Test

When the sample undergoes sublimation and vaporization during the heating process, the quality changes will be reflected. These quality changes can be characterized by thermal weight loss analysis. The hydrogel samples need to be dried in a vacuum oven at 30°C for 24 hours to constant weight before testing to remove free water in the hydrogel. The instrument model used in this experiment is TGAQ500; the manufacturer is TA Company; the test temperature range is 20°C–800°C; and the heating rate is 10°C/min.


## 2.5.6. Freeze-Thaw Experiment

After the test piece is immersed in water to reach a saturated state, check the appearance size of the test piece, wipe the surface of the test piece clean with a rag, weigh the unfreeze-thaw test piece, and then measure the ultrasonic wave speed of the test piece with a nondestructive testing instrument. Put the test piece into the test piece box and pour clear water 5 mm more than the test piece into the box as the freezing and thawing medium. The temperature control test piece is placed in the center of the freeze-thaw box and injected with antifreeze. A freeze-thaw cycle is completed within 2–4 h, and the thawing time shall not be less than 1/4 of the entire freeze-thaw cycle time. During the freezing and thawing process, the minimum and maximum temperatures in the center of the specimen are, respectively, controlled at (−18 ± 2)°C and (5 ± 2)°C; measure the mass and relative dynamic elastic modulus of each group of specimens every 25 times of freezing and thawing, make the corresponding records, then put it into the freezing and thawing box, add clean water again for freezing fusion medium, and continue to test [22].


## 3. Optimization Experiment and Analysis of Road Antifreezing, Antiseepage, and Anticorrosion

The early compressive strength of BAC of recycled brick-concrete aggregate concrete has the fastest growth, and the 3 d compressive strength reaches 65.4% of its 90 d compressive strength. The growth rate gradually decreases with age. The compressive strength of BAC3d is 0.66 MPa lower than that of recycled concrete CAC of concrete aggregate, and it is 5.57 MPa lower than 90 d. In the later period of the strength growth of recycled concrete, the growth rate of CAC compressive strength gradually increased relative to that of BAC. The compressive strength of concrete aggregate is shown in Figure3. The compressive strength of concrete is 20.274.Figure 3
Compressive strength of concrete aggregate.Modified recycled concrete. The compressive strength of SBAC is 4.74 MPa lower than BAC, and SCAC is 1.52 MPa lower than CAC. The 3 d compressive strength of SBAC increases to 47.01% of its 90 d compressive strength, and SCAC reaches 48.08% of its 90 d compressive strength, none of which exceeds 50%.The growth rate of the compressive strength of PVA-modified recycled concrete SBAC and SCAC is very similar. The PVA film slows the rate of water absorption by the recycled aggregate. At the same time, the additional water absorbed by the recycled aggregate is slowly released due to the barrier of the PVA film. As a result, the compressive strength of PVA-modified recycled concrete can be increased by more than 20% after 28 days. The test of the percentage increase in compressive strength of PVA modified recycled concrete SBAC and SCAC is shown in Figure4.Figure 4
Test of percentage increase in compressive strength of PVA-modified recycled concrete SBAC and SCAC.With the increase of the load, the ordinary concrete specimenY1 cracked instantaneously in the direction of 45° when it reached the maximum load with a loud noise. The initial cracking of PFRC specimens Y2, Y3, and Y4 is later than that of Y1. When the load reaches the maximum, the specimen does not fail immediately, but the bearing capacity decreases to a certain extent. Finally, the Y2, Y3, and Y4 specimens have a certain residual load, which accounts for the maximum load of 5%–30%. It is speculated that because of the bridging effect of the internal PVA fibers, the cracks of the test block did not develop in the form of the main crack, but a number of fine intersecting microcracks were generated. After the test piece cracked, the fiber could bear a part of the external force. There is no significant change in the compressive strength of the cube from Y1 to Y4. The lower compressive strength of Y4 specimens is guessed because of the higher internal fiber content. The uneven mixing and vibrating results were in larger internal voids in the concrete, which reduces the strength. The compressive strength of the test piece is shown in Table 4.Table 4
Compressive strength of the specimen.
Test groupSpecimen numberMaximum load (kN)Failure load (kN)Cube compressive strength (MPa)Y1Y11336—31.4Y12311Y13295Y2Y2131212.3732.6Y2234324.14Y2332515.96Y3Y3132726.5132.7Y3230531.41Y3334919.88Y4Y4130982.1230.3Y4229564.38Y4330652.04The load-deflection curves of the specimens with four fiber content are shown in Figure5. The average deflection of the WW1, WW2, WW3, and WW4 specimens of fiber content is classified as 0.91 mm, 1.54 mm, 2.32 mm, and 3.36 mm. Although some test results have a certain discrete type, it can be inferred that the flexibility of PVA bending resistance of the specimens with high content of fiber is more obvious than that of low content. The average initial crack load of the three specimens of WW3 is increased by 52% compared with that of the specimens of WW1, and the load of W4 is increased by 77%. It can be seen that PVA fiber can effectively increase the flexural strength of concrete beam specimens and delay cracking. From the perspective of fiber bridging theory, the fibers partially in the cracks after the matrix concrete cracks can play a role in connection, and this effect is more obvious in high-volume fiber concrete. This effect weakens the stress concentration phenomenon at the edge of the crack, thereby increasing the maximum bearing capacity of concrete.Figure 5
Load-deflection curves of specimens with four fiber content.In order to determine the optimal content of SiO2 in the composite hydrogel, referring to the above discussion results, the effect of adding a small amount of SiO2 on the properties of the hydrogel was further studied. It can be seen from the results that there is law different from the previous article. With the increase in the amount of SiO2 added, the tensile strength, tensile toughness, and compression modulus first increase and then decrease. For PM0.84, the tensile and compressive strengths reach the maximum. The tensile strength is close to 1.2 MPa, and the compressive modulus is 0.08 MPa. However, the tensile strength and compressive modulus of pure PVA hydrogel (PM0.9) are only 0.3 MPa and 0.01 MPa, respectively. The compressive modulus is increased by 700%. This result shows that the MTMS hydrolysis in situ reinforced composite hydrogel has a significant effect. Combined with the above discussion, the mechanical properties of PM0.84 hydrogel are the best, and the performance of PM0.84 will be discussed later. The test of hydrogel performance by adding a small amount of SiO2 is shown in Figure 6.Figure 6
Test hydrogel performance by adding a small amount of SiO2.


## 4. Discussion

With the wide application of fiber concrete, it has been found that the amount of fiber is large and steel fiber is prone to corrosion, glass fiber is poor in alkali resistance, carbon fiber has poor dispersibility, and polypropylene fiber has low strength. How to make full use of the superior performance of fiber-reinforced concrete composite materials has become a technical problem to be solved urgently in civil engineering materials. Flexural toughness is one of the important indicators that directly reflect the flexural performance of concrete, and it is usually expressed by the equivalent flexural toughness index. High ductility of fiber concrete has high ductility and excellent toughness, and its toughness may reach tens to hundreds of times that of ordinary concrete. High ductility fiber concrete is mainly due to the high toughness of the fiber bridging function, and the fiber will slip off when subjected to a bending load, which plays a role in energy dissipation. Due to the penetration of water, the concrete substrate falls into a severely saturated state, the internal and tensile stresses solidify, and the pores become larger. Due to the penetration of water, if the internal pores are enlarged, the water will be filled freely when it is located underneath again. Low-temperature icing will cause greater tensile stress, solidification and tensile stress under the internal influence, and water penetration pressure. The continuous increase of pores gradually produces small cracks and gradually expands with the continuous increase. Form irreversible structural damage to concrete. The final continuous accumulation of damage leads to the continuous peeling of the macroscopic properties of the concrete surface and the mechanical properties, and other aspects of the material and structure are also continuously reduced, gradually failing to meet the requirements of normal use [23, 24].PVA is a kind of polymer compound. The molecular chain contains many hydroxyl groups and has a high solubility in water. It can form various types through electrostatic interaction, covalent bonding, polymer compound, adsorption, and hydrogen bond interaction of other substances. All kinds of substances were based on the hydrogen bonds between polymer chains, for the inverse microemulsion system added with chitosan and PVA. Based on the hydrogen bond between the hydroxyl group and the amino group and the silica layer produced by the hydrolysis of TEOS, silanol molecules are deposited on the surface of the polymer hydrogel. In addition, based on the chemical polymerization reaction between the silanol molecules on the surface of the polymer hydrogel, a rigid silicon layer is formed on the surface of the relatively soft polymer skeleton, realizing an effective composite of polymer materials and nanosilica. Polyvinyl alcohol (PVA) is one of the commercially produced biodegradable polymers. PVA hydrogels have been extensively studied based on biocompatibility, nontoxicity, and excellent mechanical properties. PVA hydrogels can be prepared by chemical cross-linking or repeated freeze-thaw methods. In the reaction with the hydroxyl group of the PVA chain, various chemical cross-linking agents such as glyceraldehyde and boric acid can be used. The chemical cross-linking method can provide excellent mechanical properties for PVA hydrogels. Compared with the chemical method, the PVA hydrogel prepared by the repeated freezing and melting method greatly maintains the biocompatibility and nontoxicity of the PVA hydrogel. This contributes to the application of PVA hydrogels in the medical and biological fields. However, the mechanical properties of the PVA hydrogel prepared by the freeze-melt method cannot meet the applicable standards in some fields [25].The sol reaction of nanosilica and calcium hydroxide increases the content of C-S-H and improves the strength and durability of the material. Because nanosilica particles are smaller than cement and fly ash particles, they can improve the accumulation of particles, make the pore structure finer, and shorten the setting time of concrete. In addition, the penetration of water and the separation of concrete are reduced, and the cohesion of the mixture in the initial state is improved. The application of nanosilica in cement-based materials has attracted great attention. However, most of the research has focused on the initial stage of nanosilica mixed plane concrete, which is reflected in the mechanical properties and durability. Regarding the mechanical properties and durability of fiber concrete reinforced by nanosilica, further research is needed. Concrete is the most widely used and best performance among construction engineering materials. It has the advantages of simple construction technology and low price. After long-term use and development, concretes with different properties and excellent performance can be prepared according to different use environments and performance requirements to improve the service life and life of the project and reduce consumption and waste consumption.Concrete material is one of the most commonly used materials in building materials today. The raw materials are abundant; the material cost is cheap; and various sizes, excellent plasticity, excellent compressive strength, and durability can be realized [26]. In recent decades, with the rapid economic development and the continuous implementation of various construction projects, the demand for concrete will maintain a very large and long-term growth trend. However, with the development of society, there are several problems in the preparation of concrete structures. The durability of concrete is not as ideal as people imagined. The durability of concrete structures occasionally changes, and the service life of building structures is significantly shorter than designed, which brings huge economic losses to society.Although there are many researches on shrinkage-compensating fiber concrete or microexpansion fiber concrete, the main objects of existing research are mostly steel fiber concrete and polypropylene fiber concrete, and there are few studies on the properties of shrinkage-compensating high ductility fiber concrete. Compared with ordinary fiber concrete, high ductility fiber concrete has higher fiber toughness and higher fiber content. Whether these characteristics of fiber have a compensation effect or a expansion effect, they are compressive strength, flexural strength, bending performance, and so on. The impact of these issues is still unclear; in addition, the study of shrinkage-compensating high-ductility fiber concrete can also prevent the early shrinkage and cracking of high-ductility concrete. Therefore, the study of shrinkage-compensating high-ductility fiber concrete is of great significance to compensate for the shortcomings of high-ductility fiber concrete, expand its application fields, and promote its application range [27].


## 5. Conclusion

This study is based on the good water solubility of functional polymer material PVA, which is embedded in silica nanoparticles, and at the same time, the fluorescent indicator is electrostatically fixed in the silica grid structure to prepare a water-soluble, chemically stable functional composite and nanomaterials that combine flexibility and fluorescence. The compressive strength curves of concrete mixed with nanosilica are all above the control group. The slope of the early strength curve is larger, and the slope of the later strength curve is smaller, indicating that the early strength increases rapidly and the later period tends to increase steadily. It can be concluded that nanosilica can effectively improve the early compressive strength of concrete, and high content is more conducive to the development of the early compressive strength of concrete, and it is more beneficial to the early compressive strength. The early shrinkage reduction and crack prevention of high ductility fiber concrete can be achieved by formulating shrinkage-compensating high ductility fiber concrete, but the impact on other properties still needs to be determined and improved through subsequent experimental studies. In this paper, only the most representative and widely used nanosilica is selected to be incorporated into fiber concrete, and the next step can increase the types and sizes of nanomaterials and further explore the effect of nanomaterials on the performance of fiber-reinforced concrete.



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*Source: 7597690-2022-07-30.xml*