# The Role of Phosphorus Slag in Steam-Cured Concrete

Authors: Jin Liu; Dongmin Wang
Journal: Advances in Materials Science and Engineering
 (2017)

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## Abstract

Steam curing is an effective method to increase the hydration degree of binder containing phosphorus slag. The role of phosphorus slag in steam-cured concrete was investigated by determining the hydration heat, hydration products, nonevaporable water content, pore structure of paste, and the compressive strength and chloride ion permeability of concrete. The results show that elevated steam curing temperature does not lead to new crystalline hydration products of the composite binder containing phosphorus slag. Elevating steam curing temperature enhances the early hydration heat and nonevaporable water content of the binder containing phosphorus slag more significantly than increasing steam curing time, and it also results in higher late-age hydration degree and finer pore structure. For steam-cured concrete containing phosphorus slag, elevating curing temperature from 60°C to 80°C tends to decrease the late-age strength and increase the chloride permeability. However, at constant curing temperature of 60°C, the steam-cured concrete containing phosphorus slag can achieve satisfied demoulding strength and late-age strength and chloride permeability by extending the steam curing duration.


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## Body

## 1. Introduction

With the development of the construction of concrete engineering, an increasing number of precast concrete elements are applied to modern architectures. Compared with pumping concrete, precast concrete has many advantages, such as more efficient manufacture process, more stable quality, shorter building time, lower cost, and safer and cleaner environment of construction [1–4]. Steam curing is the most popular method in the production of precast concrete elements, which makes great contribution to construction industrialization [5, 6]. The pressure of steam curing includes high pressure, normal atmospheric pressure, and no pressure [7]. Due to economic consideration, steam curing with normal atmospheric pressure is widely used. Presetting period, heating up period, constant temperature period, and cooling period constitute a steam curing process [8, 9]. The temperature of constant period is one of the most important parameters of steam curing regimes, which is usually at 40~90°C [10–14]. It is notable that steam-cured concrete normally has a high permeability and a low strength gain rate at late ages due to the nonuniformly distributed hydration products and loose pore structure of paste caused by high curing temperature [15–18].Mineral admixtures such as fly ash and ground granulated blast furnace slag (GGBS) are widely used in modern concrete. Application of mineral admixtures to concrete might improve workability of fresh concrete, reduce hydration heat of cement, and enhance late strength and durability of concrete at late ages. The traditional mineral admixtures are becoming increasing scarce, so new kinds of mineral admixtures such as steel slag, limestone powder, and phosphorus slag are gradually used in concrete production [19–21]. Phosphorus slag is a by-product in the production of yellow phosphorus by electric furnace method in industry. It is reported that about 8 to 10 tons of phosphorus slag are produced for 1 ton of yellow phosphorus production [22]. More than 8 million tons of phosphorus slag are generated every year in China and the utilization ratio is very low [23]. The major chemical compositions of phosphorus slag are CaO and SiO2, which normally accounts for over 80% [24]. Based on different nature of phosphate ores, the minor compositions of phosphorus slag are 2.5~5% Al2O3, 1~5% P2O5, 0.5~3% MgO, 0.2~2.5% Fe2O3, and 0~2.5% F [25]. Researches showed that phosphorus slag could refine the late-age pore structure of hardened paste, reduce early hydration heat of cement, and enhance durability of concrete [26, 27]. It is well accepted that phosphorus slag has a strong retarding effect on the early hydration of cement [28–30]. The concrete incorporating phosphorus slag achieves very low early strength, so the application of phosphorus slag to concrete is restricted to a certain extent.Due to low reactivity or lack of sufficient alkali activation, mineral admixtures usually exhibit a low reaction degree at early ages [31, 32]. Correspondingly, the concrete containing mineral admixtures usually achieves a lower early strength compared with the plain cement concrete [33, 34]. However, the hydration degree of mineral admixtures increases significantly with the increase of curing temperature and steam curing time at early ages, which contributes to the strength development of concrete [35–38]. Therefore, steam curing is an effective method to improve the strength of concrete containing mineral admixtures at early ages [39–41]. It is a potential method to improve the late-age pore structure of steam-cured concrete by using mineral admixture.In this paper, phosphorus slag was used in steam-cured concrete. In order to enhance the demoulding strength of steam-cured concrete containing phosphorus slag, two methods were employed: increasing the steam curing temperature and extending the steam curing duration. The effects of these two methods on the properties of steam-cured concrete containing phosphorus slag were compared.


## 2. Raw Materials and Test Methods

### 2.1. Raw Materials

The cement used was Ordinary Portland cement with the specific surface area of 350 m2kg−1 and the strength grade of 42.5 complying with the Chinese National Standard GB175-2007. The chemical compositions of the cement and the phosphorus slag are provided in Table 1. Figure 1 shows the scanning electron microscope (SEM) image of phosphorus slag, which indicates that the particles of phosphorus slag have an irregular shaped morphology. Figure 2 shows the XRD patterns of the phosphorus slag, which indicates that most of the mineral phases of the phosphorus slag are amorphous. The particle size distributions of the cement and the phosphorus slag are shown in Figure 3. Coarse and fine aggregates were crushed limestone between 5 mm and 25 mm and natural river sand smaller than 5 mm, respectively.Table 1
The chemical compositions of the raw materials%.
Sample
SiO2
Al2O3
Fe2O3
CaO
MgO
SO3
N
a
2
O
e
q
Loss
P2O5
F
Cement
22.36
7.73
3.66
57.21
3.10
3.54
0.73
2.31
—
—
Phosphorus slag
38.27
5.33
0.29
43.12
1.69
1.30
1.75
2.16
4.62
2.46
Note.
N
a
2
O
e
q = Na2O + 0.685 K2O.Figure 1
Scanning electron microscope image of the phosphorus slag.Figure 2
XRD pattern of the phosphorus slag.Figure 3
Particle size distributions of the cement and the phosphorus slag.


### 2.2. Test Methods

Table2 lists the mix proportions of concrete. Concrete C and concrete CC were plain cement concrete with the water-to-binder ratios (W/B) of 0.4 and 0.32, respectively. Concrete N1 and concrete NN1 were the ones containing 15% phosphorus slag with the W/B of 0.4 and 0.32, respectively. Concrete N2 and concrete NN2 were the ones containing 30% phosphorus slag with the W/B of 0.4 and 0.32, respectively. Table 3 lists the mix proportions of pastes. The composition of binder and W/B of the pastes corresponds to those of the concrete.Table 2
Mix proportions of concrete/kg·m−3.
Sample
Cement
Phosphorus slag
Sand
Stone
Water
C
380
0
785
1083
152
N1
323
57
785
1083
152
N2
266
114
785
1083
152
CC
450
0
780
1076
144
NN1
382.5
67.5
780
1076
144
NN2
315
135
780
1076
144Table 3
Mix proportions of pastes/g.
Sample
Cement
Phosphorus slag
Water
C
100
0
40
N1
85
15
40
N2
70
30
40
CC
100
0
32
NN1
85
15
32
NN2
70
30
32Two curing methods for the concrete were set in this study: (1) standard curing: concrete was cured in a room with a temperature of20±1°C and a relative humidity higher than 95% and (2) steam curing: the concrete was placed in a standard curing room for a precuring period of 3 h after casting and then cured in a curing box. For plain cement concrete, the temperature of the constant period was 60°C and duration of constant period was 8 h. For the concrete containing phosphorus slag, duration of constant period was extended to 11 h when the temperature of the constant period was 60°C, and the temperature of the constant period was increased to 80°C when the duration of constant period was 8 h. Both of the times for heating up period and cooling period were 2 h. The concrete was placed in the standard curing room after steam curing.Concrete of 100 × 100 × 100 mm was cast. The compressive strength of concrete was tested at the ages of demoulding time, 3 d, 28 d, and 90 d. For the concrete cured under standard condition, the demoulding time was 18 h. The chloride ion permeability of concrete was tested at the ages of 28 d and 90 d. The chloride ion permeability was evaluated by measuring the charge passed of concrete according to ASTM C 1202 “Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.”The pastes were cast in plastic sealed tubes after preparation and cured under the same conditions with concrete. Hardened pastes were extracted and then immersed into absolute alcohol to prevent further hydration at testing ages. The pore characteristics of pastes were determined by mercury intrusion porosimetry (MIP). X-ray diffraction (XRD) was used to determine the mineral phases of hydration products. The nonevaporable water (wn) content of paste was calculated as the mass difference between the samples dried at 105°C and heated at 1000°C normalized by the mass after being dried at 105°C and correcting for the loss on ignition of unhydrated samples [42]. The hydration heat evolution of the binder at the W/B of 0.4 and 0.32 within 24 h was tested by using an isothermal calorimeter at constant temperatures of 60°C and 80°C, respectively.The temperature of constant period is denoted with suffix “-60” or “-80.” Additionally, the time of constant period is denoted with suffix “-8” or “-11.” For example, “C-60-8” represents the sample C cured at 60°C for 8 h.


## 2.1. Raw Materials

The cement used was Ordinary Portland cement with the specific surface area of 350 m2kg−1 and the strength grade of 42.5 complying with the Chinese National Standard GB175-2007. The chemical compositions of the cement and the phosphorus slag are provided in Table 1. Figure 1 shows the scanning electron microscope (SEM) image of phosphorus slag, which indicates that the particles of phosphorus slag have an irregular shaped morphology. Figure 2 shows the XRD patterns of the phosphorus slag, which indicates that most of the mineral phases of the phosphorus slag are amorphous. The particle size distributions of the cement and the phosphorus slag are shown in Figure 3. Coarse and fine aggregates were crushed limestone between 5 mm and 25 mm and natural river sand smaller than 5 mm, respectively.Table 1
The chemical compositions of the raw materials%.
Sample
SiO2
Al2O3
Fe2O3
CaO
MgO
SO3
N
a
2
O
e
q
Loss
P2O5
F
Cement
22.36
7.73
3.66
57.21
3.10
3.54
0.73
2.31
—
—
Phosphorus slag
38.27
5.33
0.29
43.12
1.69
1.30
1.75
2.16
4.62
2.46
Note.
N
a
2
O
e
q = Na2O + 0.685 K2O.Figure 1
Scanning electron microscope image of the phosphorus slag.Figure 2
XRD pattern of the phosphorus slag.Figure 3
Particle size distributions of the cement and the phosphorus slag.


## 2.2. Test Methods

Table2 lists the mix proportions of concrete. Concrete C and concrete CC were plain cement concrete with the water-to-binder ratios (W/B) of 0.4 and 0.32, respectively. Concrete N1 and concrete NN1 were the ones containing 15% phosphorus slag with the W/B of 0.4 and 0.32, respectively. Concrete N2 and concrete NN2 were the ones containing 30% phosphorus slag with the W/B of 0.4 and 0.32, respectively. Table 3 lists the mix proportions of pastes. The composition of binder and W/B of the pastes corresponds to those of the concrete.Table 2
Mix proportions of concrete/kg·m−3.
Sample
Cement
Phosphorus slag
Sand
Stone
Water
C
380
0
785
1083
152
N1
323
57
785
1083
152
N2
266
114
785
1083
152
CC
450
0
780
1076
144
NN1
382.5
67.5
780
1076
144
NN2
315
135
780
1076
144Table 3
Mix proportions of pastes/g.
Sample
Cement
Phosphorus slag
Water
C
100
0
40
N1
85
15
40
N2
70
30
40
CC
100
0
32
NN1
85
15
32
NN2
70
30
32Two curing methods for the concrete were set in this study: (1) standard curing: concrete was cured in a room with a temperature of20±1°C and a relative humidity higher than 95% and (2) steam curing: the concrete was placed in a standard curing room for a precuring period of 3 h after casting and then cured in a curing box. For plain cement concrete, the temperature of the constant period was 60°C and duration of constant period was 8 h. For the concrete containing phosphorus slag, duration of constant period was extended to 11 h when the temperature of the constant period was 60°C, and the temperature of the constant period was increased to 80°C when the duration of constant period was 8 h. Both of the times for heating up period and cooling period were 2 h. The concrete was placed in the standard curing room after steam curing.Concrete of 100 × 100 × 100 mm was cast. The compressive strength of concrete was tested at the ages of demoulding time, 3 d, 28 d, and 90 d. For the concrete cured under standard condition, the demoulding time was 18 h. The chloride ion permeability of concrete was tested at the ages of 28 d and 90 d. The chloride ion permeability was evaluated by measuring the charge passed of concrete according to ASTM C 1202 “Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.”The pastes were cast in plastic sealed tubes after preparation and cured under the same conditions with concrete. Hardened pastes were extracted and then immersed into absolute alcohol to prevent further hydration at testing ages. The pore characteristics of pastes were determined by mercury intrusion porosimetry (MIP). X-ray diffraction (XRD) was used to determine the mineral phases of hydration products. The nonevaporable water (wn) content of paste was calculated as the mass difference between the samples dried at 105°C and heated at 1000°C normalized by the mass after being dried at 105°C and correcting for the loss on ignition of unhydrated samples [42]. The hydration heat evolution of the binder at the W/B of 0.4 and 0.32 within 24 h was tested by using an isothermal calorimeter at constant temperatures of 60°C and 80°C, respectively.The temperature of constant period is denoted with suffix “-60” or “-80.” Additionally, the time of constant period is denoted with suffix “-8” or “-11.” For example, “C-60-8” represents the sample C cured at 60°C for 8 h.


## 3. Results and Discussion

### 3.1. Hydration Heat

Figure4(a) shows the exothermic rates during the hydration of samples C, N1, and N2 at 60°C within 24 h. At W/B of 0.4, with the increase of phosphorus slag addition, the dormant period of binder is prolonged. In addition, the exothermic peak of binder is postponed and the exothermic peak value of binder decreases. These results indicate that the addition of phosphorus slag tends to decrease the exothermic rate of binder at early ages. Figure 4(b) shows the exothermic rates during the hydration of samples CC, NN1, and NN2 at 60°C within 24 h. At W/B of 0.32, the influence of phosphorus slag on the exothermic rate of binder is basically the same with that of binder at W/B of 0.4.Figure 4
(a) Exothermic rates during the hydration of samples C, N1, and N2 at 60°C. (b) Exothermic rates during the hydration of samples CC, NN1, and NN2 at 60°C.
(a)
(b)Figures5(a) and 5(b) show the exothermic rates during the hydration of samples C, N1, and N2 as well as samples CC, NN1, and NN2 at 80°C within 24 h, respectively. When the temperature is elevated from 60°C to 80°C, the exothermic peak of binder occurs earlier and the exothermic peak value of binder increases. These results indicate that the exothermic rate of binder increases significantly with an elevated temperature from 60°C to 80°C. What is more, the addition of phosphorus slag also tends to decrease the exothermic rate of binder at early ages at 80°C.Figure 5
(a) Exothermic rates during the hydration of samples C, N1, and N2 at 80°C. (b) Exothermic rates during the hydration of samples CC, NN1, and NN2 at 80°C.
(a)
(b)The accumulative hydration heats of the plain cement and the binders containing phosphorus slag are shown in Table4. At W/B of 0.4, under constant temperature of 60°C, the increase ratios of accumulative hydration heats of samples C, N1, and N2 are 15.8%, 18.8%, and 29.0% by increasing curing time from 8 h to 11 h, respectively. At constant curing time of 8 h, the increase ratios of accumulative hydration heats of samples C, N1, and N2 are 29.9%, 40.9%, and 49.4% by increasing curing temperature from 60°C to 80°C, respectively. These results indicate that both extended duration and elevated temperature promote the hydration degree of cement and the binders containing phosphorus slag significantly, but the promoting effect of elevated temperature is greater. What is more, the promoting effect of extended duration and elevated temperature on hydration degree of the binders containing phosphorus slag is greater at higher phosphorus slag replacement. This is because both the hydration of cement and reaction of phosphorus slag are promoted in the composite binder and the reaction degree of phosphorus slag is promoted more significantly than the hydration degree of cement. At W/B of 0.32, under constant temperature of 60°C, the increase ratios of accumulative hydration heats of samples CC, NN1, and NN2 are 13.7%, 18.8%, and 24.8% by increasing curing time from 8 h to 11 h, respectively. At constant curing time of 8 h, the increase ratios of accumulative hydration heats of samples CC, NN1, and NN2 are 26.0%, 31.2%, and 40.0% by increasing curing temperature from 60°C to 80°C, respectively. The influence of extended duration and elevated temperature on hydration degree of plain cement and the binders containing phosphorus slag is basically the same with that of binder at W/B of 0.4.Table 4
Accumulative hydration heats of the plain cement and the binders containing phosphorus slag (J·g−1).
Sample
60°C
80°C
8 h
11 h
8 h
C
222.1
257.3
288.5
N1
183.3
217.8
258.2
N2
141
181.9
210.6
CC
230.6
262.2
290.6
NN1
189.2
224.7
248.2
NN2
148.4
185.2
207.8


### 3.2. XRD Results

Figure6 shows the XRD results of the plain cement paste and the paste containing 30% phosphorus slag under the standard curing condition at the age of 90 d. The XRD pattern only displays the crystalline phases in the hydration products of the binder. However, gel is amorphous and therefore the characteristic peak of gel cannot be found in the XRD pattern. It can be seen that the angle positions of the characteristic peaks of two kind of pastes are identical at the age of 90 d. This indicates that there is no new crystalline substance in the hydration products of the composite binder containing phosphorus slag, and the reaction products of phosphorus slag are amorphous gel. Figure 7 shows the XRD results of the paste containing 30% phosphorus slag under different curing temperatures at the age of 90 d. It can be seen that the angle positions of the characteristic peaks of the pastes containing 30% phosphorus slag under different steam curing temperatures at the age of 90 d are identical. This indicates that elevated steam curing temperature does not lead to new crystalline hydration products of the composite binder containing phosphorus slag.Figure 6
XRD patterns of the standard-cured paste at the age of 90 d.Figure 7
XRD patterns of the paste containing phosphorus slag at the age of 90 d.


### 3.3. Nonevaporable Water Content

The nonevaporable water (wn) content represents the amount of hydration products. The wn content can be used to determine the hydration degree of binder. Figures 8 and 9 show the wn contents of the pastes containing phosphorus slag with W/B of 0.4 and 0.32 at the age of demoulding time, respectively. It is clear that the wn contents of the pastes containing phosphorus slag under the steam curing of 60°C for 11 h and 80°C for 8 h are significantly higher than that under standard curing at the age of demoulding time. It is believed that elevated temperature accelerates the hydration of cement as well as the reaction of phosphorus slag. Meanwhile, the increased amplitude of the wn content of each sample under the steam curing of 80°C for 8 h is larger than that under the steam curing of 60°C for 11 h. This indicates that elevated curing temperature tends to accelerate the early hydration rate of the binder containing phosphorus slag more effectively than extended steam curing duration.Figure 8
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.4 at the age of demoulding time.Figure 9
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.32 at the age of demoulding time.Figures10 and 11 show the wn contents of the paste containing phosphorus slag with W/B of 0.4 and 0.32 at the age of 90 d, respectively. In general, dense and thick C-S-H layer grows around cement grains if the binder is cured under high temperature at early ages, which tends to hinder the hydration of cement at late ages [43]. However, it is interesting to find that the wn contents of the pastes containing phosphorus slag under the curing condition of 60°C for 11 h and 80°C for 8 h are also a little higher than that under standard curing at the age of 90 d. The reasons may be as follows: (1) the sample experienced a precuring period of 3 h and the duration of the steam curing is not longer than 11 h, so the adverse effect of elevated temperature on the late hydration is not so obvious; (2) an elevated steam curing temperature promotes the reaction degree of phosphorus slag resulting in more reaction products. In addition, the wn content of the paste containing phosphorus slag under the steam curing of 80°C for 8 h is higher than that under the steam curing of 60°C for 11 h at the age of 90 d. This is probably due to the fact that an elevated steam curing temperature tends to promote the reaction degree of phosphorus slag more significantly than an extended steam curing duration.Figure 10
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.4 at the age of 90 d.Figure 11
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.32 at the age of 90 d.It can be concluded from Figures8–11 that the wn content of the paste containing phosphorus slag under the steam curing of 80°C for 8 h is higher than that under the steam curing of 60°C for 11 h at the ages of demoulding time as well as 90 d. The influences of elevating curing temperature and increasing curing time on the early nonevaporable water content of the paste containing phosphorus slag are consistent with those on the early hydration heats of the binder containing phosphorus slag.


### 3.4. Pore Structure

The pore size distributions of the standard-cured hardened pastes with W/B of 0.4 and 0.32 at the age of 90 d are depicted in Figures12 and 13, respectively. For the samples with W/B of 0.4, it is evident that the cumulative pore volume of the hardened paste containing 15% phosphorus slag is lower than that of the hardened plain cement paste. Both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened paste containing 30% phosphorus slag are lower than that of the plain cement paste. For samples with W/B of 0.32, the cumulative pore volume decreases with the increase of phosphorus slag addition. However, at such a low W/B of 0.32, though the addition of phosphorus slag tends to reduce porosity, its influence on the pore structure is limited to some extent. In conclusion, the addition of phosphorus slag can optimize the pore structure of hardened paste under standard curing condition, and the optimization effect becomes more obvious with the increase of the replacement ratio of phosphorus slag within the replacement limit of 30%.Figure 12
Pore structures of the standard-cured hardened paste with W/B of 0.4 at the age of 90 d.Figure 13
Pore structures of the standard-cured hardened paste with W/B of 0.32 at the age of 90 d.The pore size distributions of the steam-cured hardened pastes with W/B of 0.4 at the age of 90 d are depicted in Figure14. The hardened plain cement paste cured at 60°C for 8 h is employed as the control group. It is clear that both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened pastes containing phosphorus slag under the steam curing of 60°C for 11 h and 80°C for 8 h are lower than those of control group. Meanwhile, both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened pastes containing phosphorus slag under the steam curing of 80°C for 8 h are the least, which indicates that elevated curing temperature tends to optimize the late-age pore structure of the hardened paste containing phosphorus slag more effectively than extended steam curing duration.Figure 14
Pore structures of the steam-cured hardened paste with W/B of 0.4 at the age of 90 d.The pore size distributions of the steam-cured hardened pastes with W/B of 0.32 at 90 d are depicted in Figure15. It is clear that both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened pastes containing phosphorus slag under the steam curing of 60°C for 11 h are lower than those of control group. The proportion of pores larger than 100 nm of the hardened paste containing phosphorus slag under the steam curing of 80°C for 8 h is also the least, and the proportion of pores smaller than 20 nm of the hardened paste containing phosphorus slag under the steam curing of 80°C for 8 h is higher than that under the steam curing of 60°C for 11 h. This indicates that elevated curing temperature tends to refine the late-age pore structure of the hardened paste containing phosphorus slag more effectively than extended steam curing duration.Figure 15
Pore structures of the steam-cured hardened paste with W/B of 0.32 at the age of 90 d.In conclusion, the paste containing phosphorus slag can achieve denser pore structure than the plain cement paste at the late ages by elevating steam curing temperature or extending steam curing duration. The late-age pore structure of the hardened paste containing phosphorus slag under the condition of elevating curing temperature is finer than that under the condition of extending steam curing duration, which corresponds to the trends of nonevaporable water content results.


### 3.5. Compressive Strength

Figures16 and 17 show the compressive strength of standard-cured concrete with the W/B of 0.4 and 0.32, respectively. Due to the retarding effect of phosphorus slag on the early hydration of cement, the early strength of concrete decreases with the increase of phosphorus slag replacement. For concrete with W/B of 0.4, the compressive strengths of the concrete containing phosphorus slag achieve less than 4 MPa at the age of 18 h. Even at the age of 3 d, the compressive strengths of the concrete containing 15% and 30% phosphorus slag are 23.5% and 47.1% lower than that of plain cement concrete, respectively. However, the compressive strength of the concrete containing phosphorus slag is very close to that of the plain cement concrete at the late ages. Additionally, the growth rate of compressive strength of the concrete containing 30% phosphorus slag is significantly higher than that of plain cement concrete as well as the concrete containing 15% phosphorus slag at late ages. For concrete with W/B of 0.32, the trends are basically the same as those of the concrete with W/B of 0.4. The addition of phosphorus slag tends to decrease the early strength but enhance the strength development at the late ages. Note that the addition of phosphorus slag tends to improve the late-age pore structure of hardened paste (Figures 12 and 13). In summary, though phosphorus slag has an adverse effect on the early hardening rate of concrete, it makes considerable contribution to the late strength development: the reaction degree of phosphorus slag increases at late ages which produces secondary C-S-H and consumes Ca(OH)2 [26], filling pores and improving the microstructure of interfacial transition zone of concrete.Figure 16
Compressive strength of the standard-cured concrete with W/B of 0.4.Figure 17
Compressive strength of the standard-cured concrete with W/B of 0.32.Figures18 and 19 show the demoulding strength of steam-cured concrete with the W/C of 0.4 and 0.32, respectively. The plain cement concrete cured at 60°C for 8 h is employed as the control group. It is clear that the demoulding strength of the concrete decreases significantly with the increase of the phosphorus slag replacement ratio if the temperature and the duration of the steam curing condition remain unchanged, as a result of which the production of precast concrete cannot be carried out properly. As expected, the demoulding strength of the concrete containing phosphorus slag increases significantly with an extended steam curing duration to 11 h at 60°C or an elevated steam curing temperature at 80°C for 8 h. As shown in Figure 18, elevated steam curing temperature tends to enhance the demoulding strength of the concrete containing phosphorus slag more obviously than extended steam curing duration at the W/B of 0.4. This result is consistent with the wn content result and hydration heat result: elevated steam curing temperature tends to increase the hydration degree of the binder containing phosphorus slag at demoulding time more obviously than extended steam curing duration at the W/B of 0.4. However, elevated steam curing temperature and extended steam curing duration have the similar enhancing effect on the demoulding strength of the concrete containing phosphorus slag at the W/B of 0.32 (Figure 19). This may be because the influence degree of a small increment of hydration products on the compressive strength of concrete is very limited at such a low W/B.Figure 18
Demoulding strength of the steam-cured concrete with W/B of 0.4.Figure 19
Demoulding strength of the steam-cured concrete with W/B of 0.32.Figures20 and 21 show the compressive strengths at the ages of 3, 7, and 90 d of steam-cured concrete with the W/C of 0.4 and 0.32, respectively. It is obvious that the compressive strength of the concrete containing phosphorus slag is lower than that of control concrete at the age of 3 d, no matter under the steam curing condition of 60°C for 11 h or 80°C for 8 h. It is an indication that though the demoulding strength of the concrete containing phosphorus slag is close to that of the control concrete, the hydration rate of the binder containing phosphorus slag is lower than that of plain cement during the period from demoulding time to 3 d. However, it is noteworthy that, with the increase of age, the compressive strength of the concrete containing phosphorus slag under the steam curing condition of 60°C for 11 h is close to that of control concrete at late ages, while the compressive strength of the concrete containing phosphorus slag under the steam curing condition of 80°C for 8 h is significantly lower than that of control concrete. This result is not consistent with the MIP result (Figures 14 and 15) which indicates that elevated curing temperature improves the late-age pore structure of hardened paste more obviously than extended steam curing duration. It is believed that this difference is caused by the interfacial transition zone of concrete. Though elevated curing temperature improves the late-age pore structure of hardened paste, it has a significant adverse effect on the interfacial transition zone between hardened paste and aggregates, resulting in the decrease of compressive strength of concrete. Many researches have proved that elevated temperature curing at early ages has negative effects on the hydration of binder and the properties of concrete at late ages [18, 44]. The results of Figures 20 and 21 further confirm that the negative effect of elevated temperature curing on the late strength of concrete is still so obvious when the temperature is raised from 60°C to 80°C.Figure 20
Compressive strength of the steam-cured concrete with W/B of 0.4.Figure 21
Compressive strength of the steam-cured concrete with W/B of 0.32.


### 3.6. Chloride Ion Permeability

Figures22 and 23 show the charge passed and the chloride ion permeability grade of standard-cured concrete at 28 d and 90 d with the W/C of 0.4 and 0.32, respectively. According to ASTM C1202, the chloride ion permeability grade of concrete is “very low” if the charge passed is between 100 and 1000 coulombs, and the grade is “low” or “moderate” if the charge passed is between 1000 and 2000 or between 2000 and 4000, respectively. As shown in Figure 22, the charge passed of the concrete with the W/C of 0.4 decreases with the increase of the phosphorus slag replacement ratio. The chloride ion permeability grade of concrete containing phosphorus slag at 28 d and 90 d decreases by one level compared with that of the plain concrete, which indicates that the resistance to chloride ion penetration of concrete is significantly enhanced by the addition of phosphorus slag. As shown in Figure 23, the charge passed of concrete with the W/C of 0.32 also decreases with the increase of the phosphorus slag replacement ratio. However, the matrix of the plain cement concrete with the W/C of 0.32 is already compact. Therefore, at such a low W/B, though the addition of phosphorus slag tends to reduce the charge passed of the concrete, its influence on the chloride ion permeability grade is limited. The chloride ion permeability of concrete decreases by one level only when the phosphorus slag replacement ratio is 30% compared with that of the control concrete at the age of 90 d. On the whole, the addition of phosphorus slag can improve the microstructure and the resistance to chloride ion penetration of concrete in some cases.Figure 22
Chloride ion permeability of the standard-cured concrete with W/B of 0.40.Figure 23
Chloride ion permeability of the standard-cured concrete with W/B of 0.32.Figure24 shows the charge passed and the chloride ion permeability grade of steam-cured concrete at 28 d and 90 d with the W/C of 0.4. Whether at 28 d or 90 d, the chloride ion permeability grade of the control concrete is “moderate,” and the chloride ion permeability grade of the concrete containing phosphorus slag cured at 60°C for 11 h is “low,” which indicates that extending the duration of steam curing at 60°C can ensure that the concrete obtains a satisfactory resistance to chloride ion penetration. However, when the steam curing temperature is elevated to 80°C, the concrete containing phosphorus slag exhibits the same chloride ion permeability grade with the control concrete, except the concrete containing 30% phosphorus slag at the age of 90 d, which indicates that elevated steam curing temperature has a negative effect on the resistance to chloride ion penetration of concrete.Figure 24
Chloride ion permeability of the steam-cured concrete with W/B of 0.40.Figure25 shows the charge passed and the chloride ion permeability grade of steam-cured concrete at 28 d and 90 d with the W/C of 0.32. Whether at 28 d or 90 d, the charge passed of the concrete containing phosphorus slag cured at 60°C for 11 h decreases compared with that of the control concrete, while the chloride ion permeability grade of the concrete containing phosphorus slag is the same with that of the control concrete. The charge passed of the concrete containing phosphorus slag cured at 80°C for 8 h increases compared with that of the control concrete, and the chloride ion permeability grade of the concrete containing 15% phosphorus slag increases by one level at the age of 28 d. On the whole, when the curing temperature is increased from 60°C to 80°C, it tends to reduce the resistance of concrete to chloride ion penetration at certain circumstance.Figure 25
Chloride ion permeability of the steam-cured concrete with W/B of 0.32.In conclusion, the addition of phosphorus slag has positive effects on the late-age microstructure and the resistance to chloride ion penetration of concrete under the steam curing condition of 60°C. However, the resistance to chloride ion penetration of concrete containing phosphorus slag under the steam curing condition of 80°C is close to or even worse than the plain concrete, which might be due to the significant adverse effect of elevated curing temperature on the microstructure of interfacial transition zone of concrete.


## 3.1. Hydration Heat

Figure4(a) shows the exothermic rates during the hydration of samples C, N1, and N2 at 60°C within 24 h. At W/B of 0.4, with the increase of phosphorus slag addition, the dormant period of binder is prolonged. In addition, the exothermic peak of binder is postponed and the exothermic peak value of binder decreases. These results indicate that the addition of phosphorus slag tends to decrease the exothermic rate of binder at early ages. Figure 4(b) shows the exothermic rates during the hydration of samples CC, NN1, and NN2 at 60°C within 24 h. At W/B of 0.32, the influence of phosphorus slag on the exothermic rate of binder is basically the same with that of binder at W/B of 0.4.Figure 4
(a) Exothermic rates during the hydration of samples C, N1, and N2 at 60°C. (b) Exothermic rates during the hydration of samples CC, NN1, and NN2 at 60°C.
(a)
(b)Figures5(a) and 5(b) show the exothermic rates during the hydration of samples C, N1, and N2 as well as samples CC, NN1, and NN2 at 80°C within 24 h, respectively. When the temperature is elevated from 60°C to 80°C, the exothermic peak of binder occurs earlier and the exothermic peak value of binder increases. These results indicate that the exothermic rate of binder increases significantly with an elevated temperature from 60°C to 80°C. What is more, the addition of phosphorus slag also tends to decrease the exothermic rate of binder at early ages at 80°C.Figure 5
(a) Exothermic rates during the hydration of samples C, N1, and N2 at 80°C. (b) Exothermic rates during the hydration of samples CC, NN1, and NN2 at 80°C.
(a)
(b)The accumulative hydration heats of the plain cement and the binders containing phosphorus slag are shown in Table4. At W/B of 0.4, under constant temperature of 60°C, the increase ratios of accumulative hydration heats of samples C, N1, and N2 are 15.8%, 18.8%, and 29.0% by increasing curing time from 8 h to 11 h, respectively. At constant curing time of 8 h, the increase ratios of accumulative hydration heats of samples C, N1, and N2 are 29.9%, 40.9%, and 49.4% by increasing curing temperature from 60°C to 80°C, respectively. These results indicate that both extended duration and elevated temperature promote the hydration degree of cement and the binders containing phosphorus slag significantly, but the promoting effect of elevated temperature is greater. What is more, the promoting effect of extended duration and elevated temperature on hydration degree of the binders containing phosphorus slag is greater at higher phosphorus slag replacement. This is because both the hydration of cement and reaction of phosphorus slag are promoted in the composite binder and the reaction degree of phosphorus slag is promoted more significantly than the hydration degree of cement. At W/B of 0.32, under constant temperature of 60°C, the increase ratios of accumulative hydration heats of samples CC, NN1, and NN2 are 13.7%, 18.8%, and 24.8% by increasing curing time from 8 h to 11 h, respectively. At constant curing time of 8 h, the increase ratios of accumulative hydration heats of samples CC, NN1, and NN2 are 26.0%, 31.2%, and 40.0% by increasing curing temperature from 60°C to 80°C, respectively. The influence of extended duration and elevated temperature on hydration degree of plain cement and the binders containing phosphorus slag is basically the same with that of binder at W/B of 0.4.Table 4
Accumulative hydration heats of the plain cement and the binders containing phosphorus slag (J·g−1).
Sample
60°C
80°C
8 h
11 h
8 h
C
222.1
257.3
288.5
N1
183.3
217.8
258.2
N2
141
181.9
210.6
CC
230.6
262.2
290.6
NN1
189.2
224.7
248.2
NN2
148.4
185.2
207.8


## 3.2. XRD Results

Figure6 shows the XRD results of the plain cement paste and the paste containing 30% phosphorus slag under the standard curing condition at the age of 90 d. The XRD pattern only displays the crystalline phases in the hydration products of the binder. However, gel is amorphous and therefore the characteristic peak of gel cannot be found in the XRD pattern. It can be seen that the angle positions of the characteristic peaks of two kind of pastes are identical at the age of 90 d. This indicates that there is no new crystalline substance in the hydration products of the composite binder containing phosphorus slag, and the reaction products of phosphorus slag are amorphous gel. Figure 7 shows the XRD results of the paste containing 30% phosphorus slag under different curing temperatures at the age of 90 d. It can be seen that the angle positions of the characteristic peaks of the pastes containing 30% phosphorus slag under different steam curing temperatures at the age of 90 d are identical. This indicates that elevated steam curing temperature does not lead to new crystalline hydration products of the composite binder containing phosphorus slag.Figure 6
XRD patterns of the standard-cured paste at the age of 90 d.Figure 7
XRD patterns of the paste containing phosphorus slag at the age of 90 d.


## 3.3. Nonevaporable Water Content

The nonevaporable water (wn) content represents the amount of hydration products. The wn content can be used to determine the hydration degree of binder. Figures 8 and 9 show the wn contents of the pastes containing phosphorus slag with W/B of 0.4 and 0.32 at the age of demoulding time, respectively. It is clear that the wn contents of the pastes containing phosphorus slag under the steam curing of 60°C for 11 h and 80°C for 8 h are significantly higher than that under standard curing at the age of demoulding time. It is believed that elevated temperature accelerates the hydration of cement as well as the reaction of phosphorus slag. Meanwhile, the increased amplitude of the wn content of each sample under the steam curing of 80°C for 8 h is larger than that under the steam curing of 60°C for 11 h. This indicates that elevated curing temperature tends to accelerate the early hydration rate of the binder containing phosphorus slag more effectively than extended steam curing duration.Figure 8
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.4 at the age of demoulding time.Figure 9
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.32 at the age of demoulding time.Figures10 and 11 show the wn contents of the paste containing phosphorus slag with W/B of 0.4 and 0.32 at the age of 90 d, respectively. In general, dense and thick C-S-H layer grows around cement grains if the binder is cured under high temperature at early ages, which tends to hinder the hydration of cement at late ages [43]. However, it is interesting to find that the wn contents of the pastes containing phosphorus slag under the curing condition of 60°C for 11 h and 80°C for 8 h are also a little higher than that under standard curing at the age of 90 d. The reasons may be as follows: (1) the sample experienced a precuring period of 3 h and the duration of the steam curing is not longer than 11 h, so the adverse effect of elevated temperature on the late hydration is not so obvious; (2) an elevated steam curing temperature promotes the reaction degree of phosphorus slag resulting in more reaction products. In addition, the wn content of the paste containing phosphorus slag under the steam curing of 80°C for 8 h is higher than that under the steam curing of 60°C for 11 h at the age of 90 d. This is probably due to the fact that an elevated steam curing temperature tends to promote the reaction degree of phosphorus slag more significantly than an extended steam curing duration.Figure 10
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.4 at the age of 90 d.Figure 11
Nonevaporable water contents of the pastes containing phosphorus slag with W/B of 0.32 at the age of 90 d.It can be concluded from Figures8–11 that the wn content of the paste containing phosphorus slag under the steam curing of 80°C for 8 h is higher than that under the steam curing of 60°C for 11 h at the ages of demoulding time as well as 90 d. The influences of elevating curing temperature and increasing curing time on the early nonevaporable water content of the paste containing phosphorus slag are consistent with those on the early hydration heats of the binder containing phosphorus slag.


## 3.4. Pore Structure

The pore size distributions of the standard-cured hardened pastes with W/B of 0.4 and 0.32 at the age of 90 d are depicted in Figures12 and 13, respectively. For the samples with W/B of 0.4, it is evident that the cumulative pore volume of the hardened paste containing 15% phosphorus slag is lower than that of the hardened plain cement paste. Both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened paste containing 30% phosphorus slag are lower than that of the plain cement paste. For samples with W/B of 0.32, the cumulative pore volume decreases with the increase of phosphorus slag addition. However, at such a low W/B of 0.32, though the addition of phosphorus slag tends to reduce porosity, its influence on the pore structure is limited to some extent. In conclusion, the addition of phosphorus slag can optimize the pore structure of hardened paste under standard curing condition, and the optimization effect becomes more obvious with the increase of the replacement ratio of phosphorus slag within the replacement limit of 30%.Figure 12
Pore structures of the standard-cured hardened paste with W/B of 0.4 at the age of 90 d.Figure 13
Pore structures of the standard-cured hardened paste with W/B of 0.32 at the age of 90 d.The pore size distributions of the steam-cured hardened pastes with W/B of 0.4 at the age of 90 d are depicted in Figure14. The hardened plain cement paste cured at 60°C for 8 h is employed as the control group. It is clear that both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened pastes containing phosphorus slag under the steam curing of 60°C for 11 h and 80°C for 8 h are lower than those of control group. Meanwhile, both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened pastes containing phosphorus slag under the steam curing of 80°C for 8 h are the least, which indicates that elevated curing temperature tends to optimize the late-age pore structure of the hardened paste containing phosphorus slag more effectively than extended steam curing duration.Figure 14
Pore structures of the steam-cured hardened paste with W/B of 0.4 at the age of 90 d.The pore size distributions of the steam-cured hardened pastes with W/B of 0.32 at 90 d are depicted in Figure15. It is clear that both the cumulative pore volume and the proportion of pores larger than 100 nm of the hardened pastes containing phosphorus slag under the steam curing of 60°C for 11 h are lower than those of control group. The proportion of pores larger than 100 nm of the hardened paste containing phosphorus slag under the steam curing of 80°C for 8 h is also the least, and the proportion of pores smaller than 20 nm of the hardened paste containing phosphorus slag under the steam curing of 80°C for 8 h is higher than that under the steam curing of 60°C for 11 h. This indicates that elevated curing temperature tends to refine the late-age pore structure of the hardened paste containing phosphorus slag more effectively than extended steam curing duration.Figure 15
Pore structures of the steam-cured hardened paste with W/B of 0.32 at the age of 90 d.In conclusion, the paste containing phosphorus slag can achieve denser pore structure than the plain cement paste at the late ages by elevating steam curing temperature or extending steam curing duration. The late-age pore structure of the hardened paste containing phosphorus slag under the condition of elevating curing temperature is finer than that under the condition of extending steam curing duration, which corresponds to the trends of nonevaporable water content results.


## 3.5. Compressive Strength

Figures16 and 17 show the compressive strength of standard-cured concrete with the W/B of 0.4 and 0.32, respectively. Due to the retarding effect of phosphorus slag on the early hydration of cement, the early strength of concrete decreases with the increase of phosphorus slag replacement. For concrete with W/B of 0.4, the compressive strengths of the concrete containing phosphorus slag achieve less than 4 MPa at the age of 18 h. Even at the age of 3 d, the compressive strengths of the concrete containing 15% and 30% phosphorus slag are 23.5% and 47.1% lower than that of plain cement concrete, respectively. However, the compressive strength of the concrete containing phosphorus slag is very close to that of the plain cement concrete at the late ages. Additionally, the growth rate of compressive strength of the concrete containing 30% phosphorus slag is significantly higher than that of plain cement concrete as well as the concrete containing 15% phosphorus slag at late ages. For concrete with W/B of 0.32, the trends are basically the same as those of the concrete with W/B of 0.4. The addition of phosphorus slag tends to decrease the early strength but enhance the strength development at the late ages. Note that the addition of phosphorus slag tends to improve the late-age pore structure of hardened paste (Figures 12 and 13). In summary, though phosphorus slag has an adverse effect on the early hardening rate of concrete, it makes considerable contribution to the late strength development: the reaction degree of phosphorus slag increases at late ages which produces secondary C-S-H and consumes Ca(OH)2 [26], filling pores and improving the microstructure of interfacial transition zone of concrete.Figure 16
Compressive strength of the standard-cured concrete with W/B of 0.4.Figure 17
Compressive strength of the standard-cured concrete with W/B of 0.32.Figures18 and 19 show the demoulding strength of steam-cured concrete with the W/C of 0.4 and 0.32, respectively. The plain cement concrete cured at 60°C for 8 h is employed as the control group. It is clear that the demoulding strength of the concrete decreases significantly with the increase of the phosphorus slag replacement ratio if the temperature and the duration of the steam curing condition remain unchanged, as a result of which the production of precast concrete cannot be carried out properly. As expected, the demoulding strength of the concrete containing phosphorus slag increases significantly with an extended steam curing duration to 11 h at 60°C or an elevated steam curing temperature at 80°C for 8 h. As shown in Figure 18, elevated steam curing temperature tends to enhance the demoulding strength of the concrete containing phosphorus slag more obviously than extended steam curing duration at the W/B of 0.4. This result is consistent with the wn content result and hydration heat result: elevated steam curing temperature tends to increase the hydration degree of the binder containing phosphorus slag at demoulding time more obviously than extended steam curing duration at the W/B of 0.4. However, elevated steam curing temperature and extended steam curing duration have the similar enhancing effect on the demoulding strength of the concrete containing phosphorus slag at the W/B of 0.32 (Figure 19). This may be because the influence degree of a small increment of hydration products on the compressive strength of concrete is very limited at such a low W/B.Figure 18
Demoulding strength of the steam-cured concrete with W/B of 0.4.Figure 19
Demoulding strength of the steam-cured concrete with W/B of 0.32.Figures20 and 21 show the compressive strengths at the ages of 3, 7, and 90 d of steam-cured concrete with the W/C of 0.4 and 0.32, respectively. It is obvious that the compressive strength of the concrete containing phosphorus slag is lower than that of control concrete at the age of 3 d, no matter under the steam curing condition of 60°C for 11 h or 80°C for 8 h. It is an indication that though the demoulding strength of the concrete containing phosphorus slag is close to that of the control concrete, the hydration rate of the binder containing phosphorus slag is lower than that of plain cement during the period from demoulding time to 3 d. However, it is noteworthy that, with the increase of age, the compressive strength of the concrete containing phosphorus slag under the steam curing condition of 60°C for 11 h is close to that of control concrete at late ages, while the compressive strength of the concrete containing phosphorus slag under the steam curing condition of 80°C for 8 h is significantly lower than that of control concrete. This result is not consistent with the MIP result (Figures 14 and 15) which indicates that elevated curing temperature improves the late-age pore structure of hardened paste more obviously than extended steam curing duration. It is believed that this difference is caused by the interfacial transition zone of concrete. Though elevated curing temperature improves the late-age pore structure of hardened paste, it has a significant adverse effect on the interfacial transition zone between hardened paste and aggregates, resulting in the decrease of compressive strength of concrete. Many researches have proved that elevated temperature curing at early ages has negative effects on the hydration of binder and the properties of concrete at late ages [18, 44]. The results of Figures 20 and 21 further confirm that the negative effect of elevated temperature curing on the late strength of concrete is still so obvious when the temperature is raised from 60°C to 80°C.Figure 20
Compressive strength of the steam-cured concrete with W/B of 0.4.Figure 21
Compressive strength of the steam-cured concrete with W/B of 0.32.


## 3.6. Chloride Ion Permeability

Figures22 and 23 show the charge passed and the chloride ion permeability grade of standard-cured concrete at 28 d and 90 d with the W/C of 0.4 and 0.32, respectively. According to ASTM C1202, the chloride ion permeability grade of concrete is “very low” if the charge passed is between 100 and 1000 coulombs, and the grade is “low” or “moderate” if the charge passed is between 1000 and 2000 or between 2000 and 4000, respectively. As shown in Figure 22, the charge passed of the concrete with the W/C of 0.4 decreases with the increase of the phosphorus slag replacement ratio. The chloride ion permeability grade of concrete containing phosphorus slag at 28 d and 90 d decreases by one level compared with that of the plain concrete, which indicates that the resistance to chloride ion penetration of concrete is significantly enhanced by the addition of phosphorus slag. As shown in Figure 23, the charge passed of concrete with the W/C of 0.32 also decreases with the increase of the phosphorus slag replacement ratio. However, the matrix of the plain cement concrete with the W/C of 0.32 is already compact. Therefore, at such a low W/B, though the addition of phosphorus slag tends to reduce the charge passed of the concrete, its influence on the chloride ion permeability grade is limited. The chloride ion permeability of concrete decreases by one level only when the phosphorus slag replacement ratio is 30% compared with that of the control concrete at the age of 90 d. On the whole, the addition of phosphorus slag can improve the microstructure and the resistance to chloride ion penetration of concrete in some cases.Figure 22
Chloride ion permeability of the standard-cured concrete with W/B of 0.40.Figure 23
Chloride ion permeability of the standard-cured concrete with W/B of 0.32.Figure24 shows the charge passed and the chloride ion permeability grade of steam-cured concrete at 28 d and 90 d with the W/C of 0.4. Whether at 28 d or 90 d, the chloride ion permeability grade of the control concrete is “moderate,” and the chloride ion permeability grade of the concrete containing phosphorus slag cured at 60°C for 11 h is “low,” which indicates that extending the duration of steam curing at 60°C can ensure that the concrete obtains a satisfactory resistance to chloride ion penetration. However, when the steam curing temperature is elevated to 80°C, the concrete containing phosphorus slag exhibits the same chloride ion permeability grade with the control concrete, except the concrete containing 30% phosphorus slag at the age of 90 d, which indicates that elevated steam curing temperature has a negative effect on the resistance to chloride ion penetration of concrete.Figure 24
Chloride ion permeability of the steam-cured concrete with W/B of 0.40.Figure25 shows the charge passed and the chloride ion permeability grade of steam-cured concrete at 28 d and 90 d with the W/C of 0.32. Whether at 28 d or 90 d, the charge passed of the concrete containing phosphorus slag cured at 60°C for 11 h decreases compared with that of the control concrete, while the chloride ion permeability grade of the concrete containing phosphorus slag is the same with that of the control concrete. The charge passed of the concrete containing phosphorus slag cured at 80°C for 8 h increases compared with that of the control concrete, and the chloride ion permeability grade of the concrete containing 15% phosphorus slag increases by one level at the age of 28 d. On the whole, when the curing temperature is increased from 60°C to 80°C, it tends to reduce the resistance of concrete to chloride ion penetration at certain circumstance.Figure 25
Chloride ion permeability of the steam-cured concrete with W/B of 0.32.In conclusion, the addition of phosphorus slag has positive effects on the late-age microstructure and the resistance to chloride ion penetration of concrete under the steam curing condition of 60°C. However, the resistance to chloride ion penetration of concrete containing phosphorus slag under the steam curing condition of 80°C is close to or even worse than the plain concrete, which might be due to the significant adverse effect of elevated curing temperature on the microstructure of interfacial transition zone of concrete.


## 4. Discussion

The demoulding strength of steam-cured concrete needs to be ensured in the first place. Under the condition of normal curing temperature, the addition of phosphorus slag would reduce the early strength of concrete significantly. Though elevated curing temperature tends to promote the early hydration of the composite binder containing phosphorus slag significantly, the concrete containing phosphorus slag cannot achieve similar demoulding strength with the plain cement concrete in the case of the same steam curing temperature and duration time. The demoulding strength results indicate that elevated steam curing temperature is more effective than extended steam curing duration, which is consistent with the trends of hydration heat results and nonevaporable water content results.The MIP results indicate that the addition of phosphorus slag can improve the late-age pore structure of hardened paste whether cured at normal temperature or elevated temperature. Moreover, the late-age pore structure of hardened paste containing phosphorus slag cured at 80°C for 8 h is finer than that cured at 60°C for 11 h, and this trend is consistent with the trend of nonevaporable water content results. However, besides pore structure of hardened paste, the interfacial transition zone between matrix and aggregate is consistent with compressive strength and chloride ion permeability. It is notable that the effects of curing method on the properties of hardened paste and concrete might vary significantly due to the interfacial transition zone. The results of this paper show that the steam-cured concrete containing phosphorus slag cured at 60°C for 11 h can achieve higher late-age compressive strength and lower chloride permeability than that cured at 80°C for 8 h. Therefore, considering both demolding strength and late-age proprieties, extending the steam curing duration is a preferred method for the concrete containing phosphorus slag.


## 5. Conclusions

(1)
Elevated steam curing temperature promotes the early hydration of the binder containing phosphorus slag more obviously than extended steam curing duration; moreover, the former method also results in higher late-age hydration degree of binder and finer pore structure of hardened paste.
(2)
For steam-cured concrete containing phosphorus slag, the late-age strength decreases and the chloride permeability increases by increasing the curing temperature from 60°C to 80°C. The positive effects of phosphorus slag on the late-age properties of concrete are not well performed. The steam-cured temperature of 80°C is not suitable for steam-cured concrete containing phosphorus.
(3)
The steam-cured concrete containing phosphorus slag can achieve satisfied demoulding strength and late-age strength and chloride permeability by extending the steam curing duration at constant curing temperature of 60°C.



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*Source: 8392435-2017-04-24.xml*