Study on Material Properties of Magnesium Oxide Carbonized Prestressed Pipe

Senior Engineer, Anhui Jianzhu University, Anhui Urban Construction and Underground Space Engineering Technology Research Center, Hefei 230022, China Undergraduate, Hohai University, College of the Environment, Nanjing 210000, China Doctoral Student, 'e Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai 230000, China Graduate Student, Anhui Jianzhu University, Anhui Urban Construction and Underground Space Engineering Technology Research Center, Hefei 230022, China Professor, Anhui Jianzhu University, Anhui Urban Construction and Underground Space Engineering Technology Research Center, Hefei 230022, China


Introduction
Prestressed high-strength concrete pipe piles (PHC pipe piles) are widely used in industrial and civil construction, roads and railway bridges, ports, and other engineering structures.With the continuous deepening of the theoretical research of high-strength concrete, its experimental research under the new preparation technology on various properties is more extensive.e large-scale use of traditional PHC pipe piles has seriously damaged farmland resources [1], and its main raw material Portland cement has huge environmental problems.Australian researcher Harrison (2001) [2,3] developed a new type of cement mixed with activated magnesia and ordinary Portland cement, which is based on environmental protection to design.e hydration rate of active magnesium oxide is fast, and magnesium hydroxide can react with carbon dioxide (carbonization) to form magnesium carbonate compound which has strong cement strength, and this is an environmentally friendly, sustainable, and efficient new material.Magnesium carbonate can regenerate magnesium oxide after calcination [4], and it means that the process is reversible and active magnesium oxide products have recyclability and recycling characteristics.
More in-depth research on active magnesium oxide cement is led by Dr. Al-Tabbaa, Ph.D., University of Cambridge, UK.Al-Tabbaa has conducted extensive research on the carbonation technology of active magnesium oxide, including hydration characteristics, microstructure, carbonization properties, and industrial production; Liska and Al-Tabbaa [5] have found that active magnesia cement has superior capability to Portland cement in resisting hydrochloric acid and sulfuric acid.Cwirzen and Cwirzen [6] study the compressive strength of different magnesium oxide contents (0-20%); the experimental results show that, after 28 days of carbonization, the strength of the test piece with the magnesium oxide content of 0 is 32 MPa, the strength of the magnesium oxide is 10%, and the strength of the 20% test piece is 42 MPa and 40 MPa, respectively.Yi et al. [7,8] used a modified three-axis device to carbonize and cure the sand; they found that blending 5% of active MgO can complete carbonization during 3∼6 hours, and its strength can reach 2 to 3 times the strength of curing 28 d cement stabilized soil.However, this technology is still in the preliminary development stage; Formosaa et al. [9] indicated that MPC formulated with a low-cost MgO by-product could be an interesting alternative to other repair mortars; Zhang et al. [10] concluded that the carbonization blocks could have a higher strength; laboratory tests were performed to investigate the influence of the mixing amount of reactive MgO on compressive strength, microcharacteristics, and durability of the block, and they indicated that the carbonized products of reactive MgO are mainly hydromagnesite and nesquehonite/dypingite, with the higher amount of reactive MgO, the more carbonized products.Mo and Daman [11] concluded that active MgO produced a large amount of Mg-Ca carbonate, which made the microstructure of the cement paste denser.is is also the reason why MgO cement has stronger strength than ordinary Portland cement.Cai et al. [12] conducted comparative tests on different activated magnesia carbonized silt and found that, under the same conditions, the sample with high activity is stronger than the sample with lower activity and the sample with higher activity has higher density increase rate.Ye et al. [13] found that the strength of magnesium oxide cement decreased significantly with the increase of fly ash content in early stages.However, with the passage of time, the influence of fly ash content on strength becomes smaller and smaller.With the continuous progress of concrete technology, the preparation methods of high-strength concrete have been emerging.Some researchers have obtained ultrahigh-strength concrete materials through special ways.e carbonization technology based on active magnesium oxide is a new research direction which has attracted much attention in recent years; just a few scientific research institutions have conducted preliminary studies, and this technique is seriously lacking relevant experimental data.In order to reduce environmental pollution caused by Portland cement as a solidifying agent, mainly from the following three aspects to optimize the improvement (1) replacement of Portland cement as a curing agent for blocks with new materials, (2) research low emission, low energy, and recyclable recycling block preparation method, and (3) development of the best material mix ratio and preparation method were done in the previous research.

Experiment Materials.
e cement used in this experiment is 32.5 grade ordinary Portland cement.Its various technical indicators meet the corresponding provisions of the Ordinary Portland Cement (GB175-2007); the chemical composition of the active magnesium oxide is shown in Table 1, and the identifier and quantity of different active magnesium oxide contents are shown in Table 2. Active magnesia content refers to the amount of MgO in active magnesia cement.According to the study by Mo and Panesar [14], after 56 days of carbonization, the strength of the 40% magnesium oxide test piece is close to that of the 20% magnesium oxide test piece so that three different proportions (mass ratio) are used; MgO in the curing agent doping are 15%, 25%, and 35%.rough laboratory tests based on ( 1) and ( 2), test the compressive strength, wet and dry cycles, and freeze-thaw cycle of typical carbonized masonry to determine the strength and durability of carbonized masonry.

Experiment Procedure.
e static pressure method is adopted for sample preparation, and the specific process is as follows: (1) Weigh a certain amount of raw materials, stir for five minutes in a small indoor blender, and add weighed water, and then stir for five minutes to ensure uniform mixing (2) Weigh a sample of the required sample quality, pour the stirred sample into a cylindrical mold (diameter of 50 mm and height of 100 mm), with a vertical pressure on the jack to make cylindrical specimen height of about 80 mm (3) Demold the cylindrical specimens after compaction and move them to the carbonation tank for curing (4) When the specimens have been cured to the 3rd, 7th, 14th, 21st, and 28th days, they are, respectively, tested for compressive strength and shear strength, crack resistance, drying shrinkage and expansibility, and diameter, weight, and height of the nal sample, and then other tests were carried out

Analysis of Test Results
3.1.Optimal Material Mix Ratio. Figure 1 shows the compressive strength values of di erent magnesium oxide contents in the case of using high-activity magnesia; Figure 2 is the compressive strength of di erent water-cement ratios in the carbon block.A total of 7 groups of trials were present, 15 test blocks per group.
As we can see from Figure 1, regardless of the amount of active magnesia tested, the strength of the blocks is significantly higher than the compressive strength of the active magnesia block.When the blending amount is M 1 , the more the compressive strength of the block is, the more the carbonization time is; after 14 days of carbonization, the compressive strength of the block slightly decreased.When the blending amount is M 2 , the compressive strength of the test block at 3rd day of carbonization is higher than that of other groups; after 14 days of carbonization, the compressive strength of the test piece decreased, and the nal strength value was slightly closer to M 1 .When the blending amount is M 3 , the strength of the test block at 3rd day of carbonization is slightly higher than M 1 , slightly lower than M 2 .After 7 days of carbonization, the strength of the test block was signi cantly lower than M 1 and M 2 test blocks.And after 14 days of carbonization, the compressive strength of the test block decreased signi cantly.
From Figure 2, it can be seen that the compressive strengths of the water-cement ratios of the H 2 and H 3 cement blocks are increasing with time.
e compressive strength of the H 1 block is reduced within 3-7 days, and the compressive strength of the block increased greatly after 7 days of carbonization.

Optimal Molding Method.
A total of 7 groups of trials were present, 15 test blocks per group.Figure 3 shows the compressive strength of carbonized blocks with di erent forming methods; Figure 4 shows the e ect of di erent pressure parameters on the compressive strength of carbonized blocks.
As we can see from Figure 3, the compressive strength of the test block produced by the pressure forming method is the highest, and it has the fastest growth rate and the highest compressive strength within 0-7 days.During 7-14 days, the growth rate of the test block made by the pressure forming Advances in Civil Engineering method is lower than that of the test block made by the transplant molding method and the vibration forming method.
From Figure 4, we can see that, in the early stage of carbonization (0-7 days), the Y 4 pressure parameter makes the highest increase in the strength of the test block.In the middle period of carbonization (7-14 days), the compressive strength of the Y 4 test block decreases greatly, and the compressive strengths of the Y 1 , Y 2 , and Y 3 test blocks slightly increase.In the later stage of carbonization (14-28 days), the decrease in compressive strength of the Y4 test block is slightly smaller than that in the medium term.e decreasing order from small to large is Y 1 , Y 2 , and Y 3 .

Optimal Carbonization Environment.
Liu et al. [15] and Collepardi [16] concluded that the performance of concrete is closely related to the humidity during curing, especially the control of temperature and humidity conditions in the early curing process, which has an important in uence on the hydration hardening rate, microstructure characteristics, strength development, and durability of the concrete, especially on the concrete surface.e impact of the structure is more pronounced [14].Figures 5-7 are the e ects of di erent humidity, CO 2 concentrations, and temperatures on the compressive strength of the test block, respectively.A total of 13 groups of trials were present, 15 test blocks per group.
It can be seen from Figures 5-7 that the humidity, CO 2 concentration, and temperature during carbonization are closely related to the compressive strength of the block.Too low or too high will reduce the compressive strength of the carbonized block, which is very important for the practical application of the project.From the experimental results, it can be seen that the best optimal carbonization environment is S 3 , C 2 , and W 2 .

Water Resistance Test.
Whether the pipe piles produced under the current process conditions can meet the water resistance requirements of some severe service environments, especially in the sea, ports, and cold regions, and western regions with high concentration of corrosive media in the groundwater, coastal areas, and inland areas is tested.e index of water resistance is the softening coe cient; according to the softening coe cient, the water resistance of

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active magnesium oxide carbonized block can be evaluated.
From the carbonization to the 28th day of the test block, five test pieces were selected for the test, and the test piece was a cylinder having a height of 80 mm and a diameter of 5 mm.e five pieces were numbered as S 1 , S 2 , S 3 , S 4 , and S 5 .e selected five test pieces were immersed in water for 1-3 days; after that, the surface moisture was wiped out, and then the strength of the five test pieces was tested.According to the steps of the softening coefficient test in the test method for the performance of autoclaved aerated concrete, the specific steps of the test are carried out.Table 3 shows the water resistance test results of the carbonized blocks.
Putting the sample into the water, the shape of the sample does not change significantly from the previous.However, since the test piece was placed in water for a long time and chemically reacted with water, a small amount of magnesium carbonate trihydrate (MgCO 3 •3H 2 O) and silicate crystals were precipitated on the surface of the test piece.When the sample is removed after 3 days, it will be found that the water will drop out of the sample, but soon drip dry, due to the presence of pores in the test piece.During the compression process of the test block, the failure mode of the test block is not significantly different from that of the test block without water immersion.However, due to the high compactness of the active magnesium oxide carbonized block, there will be a small amount of magnesium oxide not involved in the reaction (see the white part shown in Figure 8).
e test has determined that the softening coefficient of the block after putting in water is 0.9576.From the results, the compressive strength of the active magnesium oxide carbonized block is not significantly reduced.e increase in the strength of A 2 may be due to the presence of CO 2 in water.When the test block is placed in water, the strength of the test block is increased by the reaction of magnesium oxide without reaction with water and CO 2 in water.e active magnesium oxide carbon block has high water resistance.

Freezing and awing Cycle Test.
rough measuring the damage of the magnesia carbide block during freeze-thaw cycle and measuring the compressive strength loss rate and mass loss rate of the active magnesia carbide block after the specified freeze-thaw cycle test, the frost resistance of the block is evaluated.e test block is composed of 80 mm high and 50 mm diameter cylindrical blocks in one group with 5 pieces in each group.Respectively, they were numbered D 1 , D 2 , D 3 , D 4 , and D 5 .e number of freeze-thaw cycles of freeze-thaw specimens is 25 cycles according to the specification for the number of freeze-resisting times in the hot summer freezing area.e temperature of the specimens was lowered to −15 °C and began to count for 4 hours, and then water was released to dissolve, and they were heated up to 20 °C and began to count for 2 hours as a cycle.e test procedure was carried out in accordance with the freeze resistance test procedure in the "Test Methods for the Small Concrete Hollow Block".e mass loss rate and compressive strength loss rate of the active magnesium oxide carbonized block after freeze-thaw are shown in Tables 4 and 5.
According to the requirement of dry shrinkage value of blocks in "Test Methods for the Small Concrete Hollow Block" [17][18][19], the influence of the pressure-temperature coupling on the block displacement of the block is also tested in this experiment.e relevant test was carried out using the frost heaving-thawing universal testing machine.e specific parameters are as follows: displacement change rate-0.004mm/s; displacement final change-2 mm; temperature settings-ambient temperature to −15 °C; and data acquisition-2 times/s.e results are shown in Figure 9.
ere was no obvious change in the appearance of the sample during freeze-thaw cycles.After freezing resistance of the sample, it was obvious that the temperature of the sample was low, and the block did not show freeze-thaw damage.After the sample was placed at 20 °C for 2 hours, it was obvious that a few crystals appeared around the sample.It can be seen from Figure 9 that the large displacement in the AB stage is due to instrument error, the BC stage temperature has no effect on sample displacement changes due to the coupling of pressure and temperature, and the displacement of the specimen is greatly changed in the CD stage.In the DE stage, the temperature plays a dominant role, the pressure gradually decreases, and the displacement of the sample is 2 mm, and this means that the durability of the test block is well.e freeze-thaw loss rate of the sample mass is less than 5%, and the freeze-thaw loss rate of the compressive strength is less than 25%, which also shows that the sample has good frost resistance.

Pipe Pile Preparation Application Analysis.
e mixing, molding, and curing of PHC pipe pile determine the workability of concrete.e good workability of pipe pile concrete is the key to ensure the quality and production efficiency of pipe pile.Sand and stone aggregate have significant influence on the workability and compressive strength of pipe pile concrete.Sand and stone aggregate with low mud content, good gradation, and sufficient strength should be used for pipe pile preparation.However, under the process, current production conditions indicate that the quality is low and the price is high.Besides, the production cost of the pipe piles is difficult to control.For large building projects and underground projects, when ordinary concrete is used, the concrete structure has a large section, large selfweight, insufficient bearing capacity, high transportation and pouring capacity, and excessive consumption of materials and energy, which really cannot meet the design and construction requirements well.e technology of Portland Advances in Civil Engineering cement, active mineral admixture, and high-e ciency water reducer are more mature.Its main mechanism is to reduce the water-binder ratio of concrete while reducing the content of harmful pores and defects in the concrete structure, to reduce the alkalinity of hydration products, and to promote the conversion of low-strength hydration products to high-strength hydration products.e strength of concrete materials mainly depends on the ratio of water to cement.According to the classical water-cement ratio theory, the lower the ratio of water to cement ratio is, the higher the strength of concrete is.In the preparation of highstrength concrete, the water-cement ratio should be reduced as much as possible while maintaining the concrete's working performance.In order to realize the bureaucratic and bureaucratic performance in coagulation, in addition to the control of the water-binder ratio, the selection of raw materials is also a key factor in the preparation of highstrength concrete.At the same time, it is also necessary to improve the compressive strength of concrete, signi cantly improve the durability of concrete structures, and improve the application of prefabricated concrete pipe piles in geotechnical engineering examples.e development of energysaving preparation technology for high-strength and highperformance tubular pile concrete has achieved a new breakthrough in the concrete material system, which provides a better theoretical basis for the popularization and application of tubular pile in underground engineering and, at the same time, opens a new way to the high-performance and long-life of concrete structures in complex environments.

Conclusions
(1) e optimum content of active magnesium oxide carbonized block is 35%.e optimum carbonization environment is humidity 60%, temperature Advances in Civil Engineering 20 °C, and 20% CO 2 .Best forming method is 10 MPa pressure.e best optimum water-cement ratio is 1.0.(2) With the greater the compressive strength, the content of active magnesium oxide is the higher, and the compressive strength of the carbonized block reaches or even exceeds 80% on the 3rd day of carbonization, and the maximum compressive strength is 2-3 times of that of the ordinary cement block.
(3) Compared with ordinary cement block, active magnesium oxide as the curing agent for masonry can reduce energy consumption and CO 2 emission; the popularization and application of this energysaving technology are of great significance to the energy saving and emission reduction and sustainable development of pipe pile industry and has a broad application prospect.

Figure 8 :
Figure 8: Picture inside the sample.

Figure 9 :
Figure 9: e in uence of pressure-temperature coupling on block displacement.

Table 3 :
Compressive strength after water immersion.

Table 4 :
Mass loss rate of active magnesium oxide carbonized block after freeze-thaw.

Table 5 :
Compressive strength loss rate after freeze-thaw.