Effect of Atmospheric Pressure on Performance of AEA and Air Entraining Concrete

(e effect of atmospheric pressure on performance of air entraining agent (AEA) and air entraining concrete was studied in Tibet and Hubei, China. (e result shows that the reduced atmospheric pressure increased surface tension and lowered foaming property of solution. (e AEA with excellent foaming ability and stability is preferred in low atmospheric pressure. (e freezethaw deterioration process of hardened pastes is relatively faster under low atmospheric pressure. (e effect of air pressure on concrete frost resistance performance is more sensitive than the mechanical property. (e bigger pores and poor uniformity of internal pore size distribution led to the deterioration of concrete macroscopic properties. (erefore, the AEA varieties should be preferred, the dosage of AEA should be increased, and pore structure of pastes should be optimized to ensure the durability of concrete frost resistance for construction in low-pressure areas.


Introduction
e altitude of China's Tibet region is higher than 3000 m. e significant climatic environment of high-altitude area is low pressure, large temperature difference between day and night, dry and windy due to high and complex terrain, highaltitude atmospheric circulation, and solar and other strong radiation along with various other factors.In plateau climate conditions, air entraining concrete is used in hydropower, transportation, and civil engineering projects to resist the frequent freeze-thaw cycle to avoid freezing and other induced disease, thereby ensuring the safe operation of the building [1].
e AEA can introduce a large number of homogeneously distributed air micropores and, consequently, improve the mixing workability, antipermeability of concrete performance, and frost resistance [2,3].e factors of ambient temperature, humidity, and air pressure affect the air entraining concrete performance besides the factors of raw materials, proportion of mixture, and construction method.
e mechanism of atmospheric pressure affects relatively the concrete performance.
erefore, the corresponding test could not be easily carried out, and the relevant study is less reported.Mielenz et al. suggested that existing pressure gradient between the big bubbles and the small bubbles makes the transfer of air possible between the bubbles.e transfer of air leads to change in the volume of air in pastes over the period of time [4].Ley et al. proposed that the diameter of bubbles becomes smaller or even breaks up [5]. is changes the pore volume and distribution in fresh concrete by increasing the pressure around the pores.At the same time, the liquid behavior of different AEAs is different.According to Zhu et al. [6], the air content of the concrete shows decreasing tendency with the decreasing atmosphere pressure.Li and Fu suggested that the air content of concrete shows linear decrease with the decreasing atmosphere pressure.e higher the initial air content, the greater the decreasing rate of the air content with the ambient air pressure is found.e greater the slump of concrete is, the stronger the ability to resist reduction in the air content due to lower air pressure is [7].
Under different atmospheric pressures in Chinese Tibet (below 70.0 kPa) and Hubei (about 101.1 kPa), the effect of atmospheric pressure on the surface tension and air entraining performance of AEA is studied by AEA quality test.e effect of atmospheric pressure on macroscopic properties and micropore structure is studied by testing the air content of fresh concrete, the compressive strength of concrete, CT meso-map, and the mercury injection of freeze-thaw specimens.e aim of this study is to optimize the AEA varieties, improve the durability of concrete, improve the quality of engineering structure, and provide technical reference for prolonging the engineering life.1. Physical properties of cement and fly ash are shown in Tables 2 and 3, respectively.e chemical admixtures include superplasticizer and liquid AEA A and AEA B. e raw materials' quality satisfied all the corresponding Chinese technical specifications.e maximum particle size of aggregates is found to be 40 mm.e slump of fresh concrete is found between 50 mm and 70 mm.e mix proportions of concrete are shown in Table 4.

Solution Characteristics of AEA.
e surface tension of the same batch of liquid AEA was tested by the platinum ring surface tension apparatus in three different places (Hubei Wuhan, 101.1 kPa, Tibet Shannan, 65.9 kPa, and Tibet Naqu, 57.2 kPa).
e foaming capacity and foam stability of the AEA were tested by the shaking method.Shake 10 ml of 1% solution for 3 minutes, record the volume of foam, and observe the foam morphology from 0 minutes to 3 minutes.

Macroscopic Properties of Concrete.
e concrete is mixed and formed in Wuhan and Tibet indoor test labs, respectively.e condition of the mixing room is kept at temperature 20 ± 5 °C and relative humidity 60% ± 5% according to the China Power Industry Standard DL 5150.e concrete air content is tested using a concrete air content measuring instrument from Sanyo, Japan.e concrete samples are tested for their compressive strength and frost resistance property using the specimens of 150 mm × 150 mm × 150 mm and 100 mm × 100 mm × 400 mm prisms, respectively.

Microscopic Properties of Concrete.
e microdistribution of the cross section of the specimen before and after freeze-thaw cycles is measured by a CT tester.e internal paste pore structure of frozen-thaw cycle specimens is tested by the mercury injection method with the pore size determination range of 3 nm∼1000 μm.

Solution Characteristics of AEA.
e quality characteristics and effect of AEA are essential to ensure the frost resistance durability of concrete under low atmospheric pressure.e AEA is usually a surfactant which can significantly reduce the surface tension and interfacial energy of   water.As a result, small and uniform, mostly under 200 μm in diameter large amounts of bubbles are produced during mixing.e AEA molecules are adsorbed on the surface of the bubbles to form a rmer liquid lm, making the bubbles stable and not easily broken [2,5].
In order to optimize the AEA suitable for high-altitude area, the surface tension and foam capacity of AEA under di erent air pressures are compared.As shown in Table 5 and Figure 1, atmospheric pressure decreases from 101.1 kPa to 57.2 kPa, and the surface tension with two kinds of AEA solution increases.e growth rates are 118% and 114%, the AEA foaming ability decreases, and foam becomes large and thin, which reduces defoaming time.
us foaming capacity and foam stability of di erent AEAs are di erent.
e strength of the single molecular membrane on the airwater surface directly determines the stability of the bubbles [8].With excellent bubble stability, air entraining agent can introduce the lower loss and the higher strength bubbles in concrete.e distribution of bubbles is more small, stable, and reasonable which can enhance the frost resistance durability of the concrete.In contrast, at lower atmospheric pressure, AEA A has stronger foaming ability, longer defoaming time, and better foam stability, which is more suitable for air entraining concrete used in highaltitude environment.

Air Content of Fresh Concrete.
e relationship between dosage of AEA and air content of fresh concrete under di erent atmospheric pressures is shown in Figure 2. e result shows that the air content of fresh concrete mixing in Tibet is lower than that of concrete mixing in Wuhan with the same raw materials, mix proportions, and construction method.e percentage of reduction rate was 30%∼47%; the more the dosage of AEA is, the more the percentage is.
e relationship between atmospheric pressure and altitude is characterized by the following equation [9]: where P 0 (kPa) is the standard atmospheric pressure of 101.3 kPa and P (kPa) is the air pressure value for altitude of H (m). erefore, for the altitudes of 23 m (Wuhan and Hubei), 3500 m (Shannan and Tibet), and 4600 m (Naqu and Tibet), the corresponding air pressures are 101.1 kPa, 65.9 kPa, and 57.2 kPa, respectively.e air pressure in the Tibet region is only equivalent to 0.7 of standard atmospheric pressure.It could be seen that the di erence of ambient air pressures a ected the air content of fresh concrete.e result shows that lower ambient air pressure is  not sufficient to introduce bubbles in concrete and the bubbles easily escape from the concrete

Concrete Compressive Strength.
Table 6 shows that the concrete compressive strength increases with the developing curing age.e air content of concrete mixing in Wuhan was higher 1.5% than that of the concrete mixing in Tibet.However, the compressive strength of these has no much difference.e 180-day compressive strength of concrete mixing in Wuhan is even slightly higher.
e concrete compressive strength generally decreases with the increasing air content value.e air content increases 1.3%, 2.9%, and 4.7% for the corresponding decreasing compressive strength of 4.7%, 14.3%, and 30.9%, respectively [10].e air content of concrete induced by the different ambient air pressures has slight effect on compressive strength.us, the air content of concrete is not the only parameter affecting compressive strength.7 shows the test results of frost resistance of concrete formed under different ambient pressures.e CT scanning section of the specimen after 150 freeze-thaw cycles is shown in Figure 3.

Concrete Frost Resistance Performance. Table
e results show that with the increase of freeze-thaw cycles, the macroscopic properties of concrete gradually deteriorate, the relative dynamic modulus decreases, and the loss of mass increases.After 150 freeze-thaw cycles, concrete specimens in Hubei have higher relative modulus of elasticity and less loss of mass so that the frost resistance is better than that of the concrete specimen in Tibet.
e meso-and microstructures of concrete reflect indirectly the macroscopic performance indexes.Aggregate, paste, the mesodistribution of pore structure, and the development of cracks after freeze-thaw damage can be shown by CT scanning [11].In Figure 3, the density of the aggregate is hoar, the density of mortar is gray, and the lowest brightness spots are pores and cracks.Under the action of freeze-thaw cycles, the combined effect of ice expansion pressure and seepage pressure on the pore water of concrete pore will lead to the denudation failure from surface to interior [12].ere are uneven pores and some defects in the two groups of concrete specimens and more defects in the concrete of Tibet, especially, in the interface area around the aggregate.After freeze-thaw cycle damage, the specimens of Hubei are broken at the edge of concrete but there are obvious microcracks inside and outside the concrete in Tibet and some small cracks have been connected into larger defects.

Microstructure of Hardened Paste.
Figure 4 shows the volume differential curve of the cumulative mercury content of hardened paste before and after freeze-thaw cycles.e pore structure results and pore size distribution of hardened paste are shown in Table 8 and Figure 5. e development of curve can roughly reflect the pore size distribution, in which the peak is the most probable pore size, which is the one with the highest probability.e more the peak to the left is, the larger the most probable pore size of the sample is.Zhongwei and Huizhen [13] suggested that the pore size in concrete can be divided into four levels, that is, <20 nm (harmless pore), 20 nm∼100 nm (less harmful pore), 100 nm∼200 nm (harmful pore), and >200 nm (more harmful pore).Strength and impermeability of concrete can be enhanced by increasing pores smaller than 50 nm and reducing pores larger than 100 nm.
e two groups of reference pastes (WH and XZ) under the different atmospheric pressures have the comparable, most probable pore size, but the peak of WH pastes is higher.e total porosity of hardened cement paste is 19.9% and 17.3% in Hubei and Tibet, respectively.However, the pore size of cement paste in Hubei is mainly concentrated <100 nm (accounting for 93%), most of them were less harmful and harmless pores, and the harmful pores are only 7.0%.e uniformity of pore size distribution is relatively poor in Tibet's concrete, and the harmful pores larger than 100 nm are as high as 23.0%.
Most probable aperture in the hardened paste increases, and the peak in the curve shifts to the left after 150 times of freeze-thaw cycle.e total porosity of specimens is increased; especially, the pores above 50 nm in size.In general, freeze-thaw cycles lead to increased harmful pores in paste.On the other hand, the deterioration process of hardened   Advances in Materials Science and Engineering paste in Tibet is faster and the nal porosity is 32.2% (for <100 nm less harmful or harmless pores 69.6% and >100 nm harmful pores 30.4%), which is higher than 20.5% of Hubei.erefore, the freeze-thaw cycle process increases the porosity of the cement paste, especially, the increase of less harmful and harmful holes.
e concrete formed at low pressure in Tibet is more vulnerable to freeze-thaw damage, and the sensitivity of air pressure to the frost resistance is more than the mechanical properties which are in agreement with the test results.

Discussion of Mechanism.
e adsorption of gas on the liquid surface and the solubility in liquid will decrease with the increase of atmospheric pressure.is will lead to the increase of the surface tension of AEA. e change of surface tension of AEA directly a ects the size of pores.According to the Young-Laplace equation, the relationship between surface tension and bubble size is as follows: where σ (mN/m) is the surface tension and R (μm) is the bubble radius.According to (2), the bubble radius of di erent AEAs at di erent atmospheric pressures can be calculated, and the results are shown in Table 9.It is known that R increases with the increase of σ, when P is kept constant.When P decreases, σ increases and R also increases.For example, when the surface tension of AEA is more at Tibet, it has strong endurance to the contraction of liquid molecules and can maintain a larger bubble radius, but the bubble wall may be thinner and easy to break.Hence, the stability is slightly worse.
It was shown [14] that bubble formation and bubble properties are related to gravity acceleration, liquid density, capillary radius, and so on.erefore, compared with the low-altitude area, the internal pore radius of the concrete in the higher altitude area is larger.At the same site, the summer air pressure is higher than that in winter, so the air bubbles inside the concrete made in winter are much larger than those in summer.e atmospheric pressure a ects the quality characteristics of AEA solution and air entraining e ect, thus a ecting the air content of fresh concrete and hardened paste pore structure.
is shows that di erent pressures lead to di erences in the macroscopic mechanics and frost resistance of concrete for the same ratio.erefore, in winter, the frost resistance durability of concrete at high-altitude area can be guaranteed through optimize the variety of AEA, appropriately increase the amount of AEA and improve the internal pore structure of concrete.

Conclusions
(1) When the ambient pressure is reduced from 101.1 kPa to 57.2 kPa, the surface tension of two kinds of AEAs is increased by 118% and 114% and the foaming ability is decreased.e AEA A has strong foaming ability and good foam stability, and it is more suitable for air entraining concrete in low-pressure environment.(2) Air content of fresh concrete in the Tibet area is lower than that of in the Hubei area from 30% to 47%.When the dosage of AEA is more, the gap is more.When the di erence of air content is 1.4%, the compressive strength of concrete is very close in two regions and the frost resistance of concrete a ected by the pressure is more sensitive.(3) e frost resistance of concrete formed at low air pressure is poor.As is shown in the CT diagram, there are obvious microcracks in the specimen except the edge damage, and some cracks connect into larger defects after freeze-thaw damage.e results of mercury injection show that the construction of cement paste becomes loose and the porosity and harmful pore ratio increase with the freeze-thaw process.(4) e atmospheric pressure a ects the air entraining e ect of AEA solution which also a ects the macroscopic properties of concrete and porous structure.Advances in Materials Science and Engineering In order to ensure the frost resistance of concrete in high-altitude area, the internal pore structure of concrete should be improved by optimizing variety and dosage of AEA.

Figure 1 :Figure 2 :
Figure 1: Surface tension histogram of AEA under di erent air pressures.

Figure 4 :
Figure 4: Cumulative di erential curve of mercury content in hardened paste before and after freeze-thaw cycles.(a) Forming in Hubei.(b) Forming in Tibet.

Figure 3 :
Figure 3: CT scanning diagram of the concrete section after 150 freeze-thaw cycles.(a) Sample of XZ.(b) Sample of WH.

Figure 5 :
Figure 5: Pore size distribution of hardened paste.

Table 1 :
Chemical composition of cement and fly ash by weight (%).

Table 2 :
Physical properties of cement.

Table 3 :
Physical properties of fly ash.
*Strength ratio between test mortar with fly ash (30% by mass of cement) and base mortar at 28 days of age.

Table 4 :
Mix proportions of concrete.

Table 5 :
Surface tension and foaming property of AEA under di erent air pressures.

Table 6 :
Compressive strength of concrete formed under different air pressures.

Table 7 :
Frost resistance of concrete formed under different air pressures.

Table 8 :
Pore structure of hardened paste.

Table 9 :
Calculated results of bubble radius of AEA.