Cement with silica fume and granulated blast-furnace slag: strength behavior and hydration

V.L. Bonavetti*, C. Castellano, H. Donza, V.F. Rahhal, E.F. Irassar

Universidad Nacional del Centro (Buenos Aires, Argentina)

*vbonavet@fio.unicen.edu.ar

 

ABSTRACT

This paper analyses the influence of portland cement replacement by silica fume (up to 10%) and/or granulated blast furnace slag (up to 70%) on the hydration cement (XRD, heat of hydration, non evaporable water content and calcium hydroxide content) curing under sealed conditions and their effect on the mechanical strength.

The obtained results indicate that binary cements containing silica fume and ternary cements there was a significant increase of hydration rate at early age. At later ages, most of studied cements have an equivalent or greater strength that those obtained in the plain portland cement.

 

RESUMEN

Cementos con humo de sílice y escoria granulada de alto horno: comportamiento resistente e hidratación. En este trabajo se analiza la influencia de la incorporación al cemento portland de humo de sílice (hasta 10%) y/o escoria granulada de alto horno (hasta 70%) sobre la hidratación (DRX, calor de hidratación, contenido de agua no evaporable y de hidróxido de calcio), bajo condiciones de curado sellado y su incidencia sobre la resistencia mecánica.

Los resultados obtenidos indican que en los cementos binarios con humo de sílice y en los cementos ternarios se produce un importante aumento de la velocidad de hidratación en las primeras edades, mientras que a edades más avanzadas la mayor parte del dominio estudiado alcanza o supera la resistencia obtenida por el cemento portland sin adición.

 

Received 26 June 2013; Accepted 3 March 2014; Available on line 15 July 2014

Citation / Citar como: Bonavetti, V.L.; Castellano, C.; Donza, H.; Rahhal, V.F.; Irassar, E.F. (2014). Cement with silica fume and granulated blast-furnace slag: strength behavior and hydration. Mater. Construcc. 64 [315], e025 http://dx.doi.org/10.3989/mc.2014.04813.

KEYWORDS: Silica fume; Blast furnace slag; Hydration products; Mechanical strength, Central composite design

PALABRAS CLAVES: Humo de sílice; Escoria granulada de alto horno; Productos de hidratación; Resistencias mecánicas; Diseño central compuesto

Copyright: © 2014 CSIC. This is an open-access article distributed under the terms of the Creative Commons Attribution-Non Commercial (by-nc) Spain 3.0 License.


 

CONTENT

1. INTRODUCTIONTOP

The binary cements are an old component of the concrete mixtures. For more than a century, cements with granulated blast furnace slag have been produced and used in Germany, France, Luxembourg and Belgium. The pozzolanic cements were standardized in Italy at 1929, and the production of binary cement with fly ash was started in France at 1950. However, the use of mineral additions has considerably increased in the last decades due to the new requirements of the cement industry, as well as the need to increase the service life of concrete structures.

Since 1990, the use of ternary cements has considerably increased because they have some advantages over the binary cements (1). For this type of cements, the synergistic effect between the cement components allows to compensate partial or totally the shortcomings of any component. Additionally, they present an excellent opportunity to develop cements and concretes with less environmental impact, with adequately properties that meet the market requirement and without raising production cost (2).

In previous studies (3, 4, 5, 6, 7) was determined that the use of blast furnace slag, calcareous material and / or natural pozzolan, formulation of binary and ternary cement leads to a low hydration rate of the system. Consequently, there is a reduction of their mechanical and durable properties at early age when increases the replacement level of addition in cement.

When Portland cement, slag and water are mixed, the addition reacts and it can be proved by the decrease of calcium hydroxide (CH) amount (due to the consumption by addition and/or the dilution effect) and an increase of calcium silicate hydrated (C-S-H), with similar characteristics to the compound resulting from the calcium silicates hydration of portland cement. This reaction involves two phenomenons: the grain-size and the pore-size refinement of the paste that contribute to improve the mechanical and durable properties. Due to the reaction rate is delayed and the high replacement level of slag used, the slag Portland cement has a low early mechanical strength and high strength at later ages (8).

The low early strength of slag cement can be mitigated by physical (9), thermal (10) and / or chemical activation (11), or through the incorporation of a high reactive addition, such as silica fume. Consequently, the high reaction rate of this addition combined with the stimulation effect on the portland cement hydration can partially offset the low initial hydration degree that present the cement with high blast furnace slag content.

From the mechanical point of view, the chemical effect caused by silica fume to slag cement is the main factor that increases the compressive strength at early age (12, 13, 14, 15). In terms of durability, the ternary cements present better performance than binary cement containing blast furnace slag, because the synergic action of silica fume and blast furnace slag increases the volume of the gel decreasing the volume of capillary pores (16), with the consequent reduction of porosity and permeability. The water (17) and gases penetration is restricts and consequently the durability increases (12). Good performance of these ternary cements have been reported against to the ingress of chloride ions (18, 19), to sulfate attack (20), to the alkali-silica reaction (2, 21) and to the marine environments (22). Additionally, there is no significant change in creep and drying shrinkage (14).

Finally, the complexity of ternary cements requires further emphasize to study them as a system of interrelated variables. Due to the increase in the variable number for the rational use of these cements, it is essential to use mix design methods in order to decrease the number of experiments needed to evaluate a given property.

In this paper, the influence of the combined incorporation of silica fume and granulated blast furnace slag to portland cement on the mechanical strength and the hydration are analysed when they are curing in sealed conditions.

2. EXPERIMENTAL PROCEDURETOP

Cement and additions: For all testing, a portland cement without additions (CPN) was used and its mineralogical composition according to Bogue´s formula was 67% C3S, 9% C2S, 1% C3A and 15% C4AF. It was classified as CP42.5R strength class (f’c>42.5 MPa at 28 days tested on mortar prisms ISO-RILEM, EN 197-1 (23)). Silica fume (HS) and granulated blast furnace slag (E) were used as mineral addition. Their chemical composition and physical properties of materials are shown in Table 1. All materials were provided by the company Loma Negra CIASA.

Table 1. Chemical composition and physical properties of the materials
Portland cement (CPN) Granulated blast furnace slag (E) Silica fume (HS)
Chemical composition,%
SiO2 20.9 35.1 92.7
Al2O3 3.3 12.8 0.3
CaO 64.5 39.1 0.5
Fe2O3 5.1 0.7 0.8
Na2O 0.06 0.2 0.3
K2O 1.1 0.5 0.3
SO3 2.5 0.1
MgO 0.8 10.1 0.2
Loss on ignition 1.5 0.89 0.94
Physical properties
Blaine fineness, m2/kg 321 438 26350
Retained on sieve,%
75 μm (#200) 3.9 0.0 _
45 μm (#325) 16.4 7.0 _

Blended cements: Binary and ternary cements were obtained by replacement by weight of CPN by granulated blast furnace slag and silica fume. A central composite experimental design (24) was adopted to evaluate the blended cements as a system with interrelated variables and the replacement levels are derived from this selection. In this design, the two experimental variables were the percentages cement replacement by granulated slag (X1) and silica fume (X2). The experiment design could predict the response of other experimental points that are included in the studied domain, but they are not experimentally testing to obtain the model. Figure 1 shows the domain of the experimental points (black ) and the fit experimental points (grey ) adopted. It has six binary cements, eight ternary cements and the cement without addition (0,0) resulting the final domain constituted by 15 experimental points.

Figure 1. Experimental design domain.

 

Mixture proportions: The mortars were prepared maintaining a 3:1 silica sand:cementitious material ratio. To maintain the flowability of mortars at 110±5% and the water/cementitious material ratio (w/cm) at 0.40, a superplasticizer admixture polycarboxylate based was used (0.9±0.1 by weight of cementitious material) in all cases.

Curing: The prisms were kept 24 hours in the molds and then carefully demolded. Thereafter, they were wrapped with plastic film and placed in a cabinet at 20±1 °C until testing age (2, 7, 28 and 90 days).This type of curing was selected to avoid the leaching of CH that occurs when samples are immersed in water.

Mechanical strength: Flexural and compressive strengths of mortar were evaluated on 40×40×160 mm3 specimens as specified in EN 196-1 standard (25). Results are shown in Table 2, and they correspond to the average of three and six determinations for flexural and compressive test, respectively.

Table 2. Experimental values for mechanical strength and non evaporable water
Cements Compressive strength, MPa Flexural strength, MPa Non evaporable water,%
2 d. 7 d. 28 d. 90 d. 2 d. 7 d. 28 d. 90 d. 2 d. 7 d. 28 d. 90 d.
CPN 45.7 54.2 66.4 72.7 7.0 7.8 8.9 10.2 9.75 11.44 13.23 14.01
CPN+35E 27.6 42.0 60.9 63 5.2 6.5 8.7 10.0 6.92 9.53 12.08 14.26
CPN+70E 16.6 30.2 54.1 60.8 2.0 5.4 8.0 9.6 4.02 6.42 8.91 9.65
CPN+5HS 45.5 64.0 81.7 87.6 7.5 8.4 9.3 10.5 10.52 11.62 13.81 14.41
CPN+10HS 47.1 67.1 80.3 85.9 6.8 8.3 10.0 10.3 10.47 11.47 13.83 14.00
CPN+35E+5HS 33.5 46.2 67.2 74.1 6.6 7.1 9.5 10.6 8.25 12.00 13.27 13.73
CPN+35E+10HS 28.5 49.7 76.3 81 6.3 7.3 9.4 10.9 8.47 10.98 12.66 13.12
CPN+70E+5HS 13.8 36.3 55.4 63.1 3.5 6.2 8.2 10.1 5.69 7.91 9.53 10.05
CPN+70E+10HS 10.9 33.9 49.9 61.2 3.0 5.6 8.0 9.9 5.48 7.20 8.19 9.11
CPN+17.5E+5HS 40.6 58.2 75.7 77.9 7.0 8.4 9.8 10.8 9.56 11.83 13.62 14.90
CPN+52.5E+5HS 25.5 44.1 66.9 75.6 5.6 7.3 9.2 10.7 7.61 9.70 10.93 11.41
CPN+17.5E+10HS 36.7 59.4 70.9 79.8 6.7 7.8 9.6 10.9 10.04 12.11 14.90 15.03
CPN+52.5E+10HS 20.7 42.9 57.0 67 5.3 7.3 9.2 10.4 8.12 9.27 10.10 11.18
CPN+17.5E 36.6 53.6 64.4 67.8 6.3 7.1 8.7 9.9 9.87 11.13 12.77 14.05
CPN+52.5E 24.0 42.8 57.2 63.4 4.5 6.9 8.8 10.0 7.01 9.65 11.59 12.58

Influence of additions on the hydration: To study the kinetics of reactions at very early age (<48 hours), the development of hydration heat and the compound assembly by XRD was evaluated on pastes made with the same proportion of additions that mortars and w/cm ratio of 0.40. The progress of hydration at later ages was measured by the loss of water between 250 and 600 °C and the non-evaporable water on mortar.

Heat of hydration: The rate of heat released was determined in an isothermal calorimeter operating at 20 °C, the amount of sample was 20 g and the w/cm of 0.40.

X-Ray Diffraction (XRD): The XRD measurement was made with a Philips X’Pert diffractometer equipped with graphite monochromator, using CuKa radiation and operating at 40 kV and 20 mA.

The scan was made at 2°/min rate and the step interval was 0.02°. The semiquantitative analysis of calcium hydroxide (CH) was performed by the integral of the peak area at 2 θ=18.09° (d=4. 90 nm).

Water loss between 250 and 600 °C: The CH-content could be estimated by the loss of water between 250 and 600 °C. This temperature range is selected due to the AFt phases only retains three rather than 32 original molecules of water at 200 °C and the water combined in the CH is loosed at approximately 520 °C (26).

Non evaporable water: To estimate the progress of hydration, non-evaporable water (Wn) was determined as the difference between the weight of the dried sample at 105 °C (P105) and the weight of calcined sample at 950 °C (P950) subtracting the loss on ignition of cement (PcxCPN), blast furnace slag (PExE), silica fume (PHSxHS) and sand (PaxA) according to percentage in the mixture. The reported value is referred to the amount of cementitious material (mc) present in the sample. This term assumes that all amounts of incorporated additions react to produce C-S-H [equation 1]. The results obtained are reported in Table 2.

Response Surfaces: From the experimental system selected, the response surfaces of the mechanical strength and the non-evaporable water was determined using the least squares method (24). The equation [2] of this model is given as:

where Y: is the strength or the non-evaporable water at a given age, X1 and X2: are the experimental variables and β0, β1, β2, β3, β4, β5: are the model coefficients estimated by the least squares method reported in Table 3. The correlation coefficient (R2) for the compressive strength and the non-evaporable water was higher than 0.91, but it was higher than 0.85 for the flexural strength. These values indicate a good correlation between experimental and calculated values. Additionally, the analysed models showed an F-test less than 0.05 indicating that all terms of model are significant.

Table 3. Models coefficients estimated by least square method and R2 values
Coefficients Compressive strength, MPa Flexural strength, MPa Non evaporable water,%
2 d. 7 d. 28 d. 90 d. 2 d. 7 d. 28 d. 90 d. 2 d. 7 d. 28 d. 90 d.
β0 44.14 55.97 66.30 71.34 6.89 7.72 8.67 9.94 9.93 11.02 12.86 14.22
β1 −0.37 −0.30 −0.06 −0.15 −7.05* −0.02 0.02 0.02 −0.04 0.03 0.03 0.04
β2 1.24 1.96 3.74 3.78 0.26 0.24 0.23 0.19 0.17 0.33 0.31 0.08
β3 −0.94* −4.20 −1.97* −0.39* −0.79* −0.22* −0.44* −0.35 −5.88* −12.9* −11.6* −1.43*
β4 −0.11 −0.09 −0.23 −0.22 −0.03 −0.02 −0.01 −0.01 −0.01 −0.03 −0.02 −7.04*
β5 −5.49* −0.01 −0.02 −0.02 1.25* −0.29* −1.56 −0.11 14.2* 0.80* −35.8* −1.68*
R2 0.99 0.96 0.91 0.91 0.97 0.87 0.91 0.85 0.94 0.95 0.95 0.96
(*)the number reported*10−3.

3. RESULTSTOP

Compressive strength: Figure 2 shows the evolution of compressive strength for all cements up to 90 days. At 2 days (Figure 2a), cements with up to 10% silica fume reaches a compressive strength similar to that of CPN (iso-response–curve >42 MPa). On the other hand, binary cements with increasing percentage of blast furnace slag present a decrease of compressive strength attaining to a reduction of 64% for cement with 70% of slag. At this age, iso-response curves are practically parallel to the X2 axis showing that strength is mainly dependent of slag content in the cement. For X2=5%, the ternary cements reach to the highest strength values. For example, compressive strengths of the CPN+35E and CPN+35E+10HS cements are included by the 26–30 MPa iso-response curves, whereas strength is between 30–34 MPa iso-response curves for the cement CPN+35E+5HS.

Figure 2. Compressive strength (MPa). a) 2 days (R2: 0.98), b) 7 days (R2: 0.96), c) 28 days (R2: 0.91) and d) 90 days (R2: 0.91).

 

For blended cement with blast furnace slag content <28% at 7 days (Figure 2b), the increase of X2 produces the highest strength levels in ternary cements. Hence, a similar strength to CPN can be achieved with values of X1=28% and X2=10% at this age. For X1>28%, the strength is practically independent of the silica fume in the ternary cement. For a given replacement of slag (X1), the addition of silica fume (X2)>2.5% produces a similar strength level (the iso-response are equal). At 28 and 90 days (Figures 2c and d), the compressive strength of binary cement with X1=70% is 18% (54.1 MPa) and 16% (60.8 MPa) lower than that of CPN (66.4 and 72.7 MPa); while for binary cement with X2=10% the strength was 21% (80.3 MPa) and 18% (85.6 MPa) higher than that of CPN.

Finally, the maximum content of both additions that can be added to achieve to similar strength than that of CPN at 28 and 90 days is 60% (X1=55 and X2=5%) and 70% (X1 =65 and X2=5%), respectively.

Flexural strength: Figure 3 shows the response surface for the flexural strength at 2, 7, 28 and 90 days.

Figure 3. Flexural strength (MPa). a) 2 days (R2: 0.97), b) 7 days (R2: 0.87), c) 28 days (R2: 0.91) and d) 90 days (R2: 0.85).

 

At 2 days (Figure 3a), binary cements with silica fume reach to greater than or equal to strength obtained by CPN (>6.60 MPa). For this flexural strength value, the maximum percentage of blast furnace slag that can be incorporated into the binary cement is 17%. For X1>35%, the strength of binary cement shows a strong dependence on the X1-value and the iso-response curves are closer, indicating that a small increase of slag content produces a low strength.

Regarding the ternary cements, they exhibit a similar behaviour that it was described in compressive strength. For a given value of X1, the flexural strength was greater when X2=5%. At this age, the CPN-strength can be achieved for values of X1=30% and X2=5%. At 7 days (Figure 3b), the behaviour of ternary cements is similar to that observed at 2 days, with a slight increase in the level of additions to achieve to the CPN strength (X1=40% and X2=5%). At 28 and 90 days, the flexural strength of all experimental blended cement is between 9.0±1.0 MPa (±11%) and 10.2±0.6 MPa (±5.9%), respectively. At 28 days, the circumscribed area limited by the iso-response curve of 8.4 MPa attains to values of X1<65% and X2<10% (Figure 3c). At 90 days, the bounded area limited by the curve 10 MPa can be obtained for values of X1<70% and X2>3.5% (Figure 3d).

Heat of hydration: Figure 4 shows the evolution of the heat release rate during the first 48 hours of hydration and Table 4 reports the time of occurrence of the maximum peak and the cumulative heat at this age. For binary cements with blast furnace slag (Figure 4a), it can be seen that as the percentage of replacement of the addition increases, the rate of heat release, the maximum intensity of peak and the cumulative heat developed at 48 hours decreases. However, the occurrence time for the maximum does not significantly change; all values are 950±10 min (Table 4). For binary cements made with silica fume (Figure 4b), can be observed that the increase of replacement percentage produces an acceleration of the hydration respect to CPN paste. There is an increase of the maximum intensity of peak and the cumulative heat developed at 48 hours, while the occurrence time of maximum has slightly in advance (Table 4).

Figure 4. Heat released rate vs time curve. a) binary cements with slag, b) binary cements with silica fume, c) ternary cements with 35% blast furnace slag and silica fume and d) ternary cements with 70% blast furnace slag and silica fume.

 
Table 4. Results from the heat of hydration test
Cements Time of maximum peak, min Cumulative heat at 48 hours, kJ/kg
CPN 960 126
CPN+35E 945 98
CPN+70E 940 56
CPN+5HS 910 144
CPN+10HS 875 128
CPN+35E+5HS 885 102
CPN+35E+10HS 850 86
CPN+70E+5HS 850 40
CPN+70E+10HS 810 45

Ternary cements present an intermediate behaviour between the both binary cements evidencing the synergic action of additions. For example, the CPN+35E+5HS (Figure 4c) shows the decrease of heat released caused by blast-furnace slag and the acceleration produced by silica fume, resulting from their interaction an increase of the maximum intensity peak and slight delays (6%) of its occurrence time compared with the CPN+35E. Cements with 70% blast furnace slag and silica fume (Figure 4d) show the same synergic effect. When increase the silica fume content, the maximum intensity of the curves increases as well as its occurrence time is in advance.

X-Ray Diffraction: Figure 5 shows the diffractograms obtained from pastes at 2, 24 and 48 hours and Table 5 reports the results of the quantification of the CH (2θ=18.09°, d=4.90 nm).

Figure 5. XRD patterns at 2, 24 and 28 hours for pastes. a) CPN, b) CPN+35E, c) CPN+70E, d) CPN+5HS, e) CPN+10HS, f) CPN+35E+5HS, g) CPN+35E+10HS, h) CPN+70E+5HS and i) CPN+70E+10HS. E: etringite, G. gypsum, Ht: hydrotalcite.

 
Table 5. Semiquantitative analysis of peak CH (2θ: 18.09°, d: 4.90 nm), en cps
Cements Age, hours Relative values for 48 hours,% (*)
2 24 48
CPN 3.5 58.5 74.4 100
CPN+35E 18.2 39.6 56.4 117
CPN+70E 6.1 16.4 24.1 108
CPN+5HS 10.6 43.8 60.8 86
CPN+10HS 5.2 30.6 37.3 56
CPN+35E+5HS 2.5 20.1 44.9 101
CPN+35E+10HS 6.4 21.1 36.9 90
CPN+70E+5HS 0 8.7 17.9 96
CPN+70E+10HS 0 6.6 11.9 80
(*)Relative values to the amount of cement present in the sample,
for example calculating for paste CPN+35E is: (cps (CPN+35)/0.65×cps (CPN))×100=(56.4 cps/0.65×74.4 cps)×100=117%.

For CPN paste, the hydration products detected by XRD were: CH and ettringite (Figure 5a) and the CH-content increases 20 times from 2 to 48 hours (Table 5). For binary cements with blast furnace slag, it could be observed a less CH-content when the addition content increases. After 24 hours, a similar phase to hydrotalcite (27, 28) can be detected derived from the reaction of magnesium containing in the blast furnace slag (Figures 5b and c). For binary cements with silica fume (Figures 5d and e), a decrease of CH-content can be observed when the percentage of addition increases. However, all binary cements have high CH-content at 2 hours evidencing the stimulation effect on the hydration reaction of cement (Table 5).

At 2 hours, ternary cements containing 35% of blast furnace slag and silica fume (Figures 5f and g) have CH and ettringite, whereas any crystalline hydration products could be detected for ternary cement with 70% slag furnace and silica fume (Figures 5h and i). After 24 hours, the CH peaks appear with low intensity due to the high percentage of replacement and they have an increasing intensity with time. The hydrotalcite like phase was only observed at 24 hours for CPN+35E+5HS paste evidencing that interaction of slag and silica fume delays the crystallization of this compound. Additionally, any AFm phases (monosulfoaluminate and carboaluminate hemihydrate) were detected in pastes and it is attributed to the low content of C3A in cement pastes (29).

Water loss between 250 and 600 °C: Figure 6 shows water loss evolution between 250 and 600 °C expressed as per gram of portland cement.

Figure 6. Water loss between 250 and 600 °C (CH-content estimated) referred to the amount of portland cement in the sample. a) binary cement with blast furnace slag, b) binary cement with silica fume, c) ternary cement with 5% silica fume and blast furnace slag and d) ternary cement with 10% silica fume and blast furnace slag.

 

For binary cements with blast furnace slag (Figure 6a), it can be seen that the water loss is greater than that of obtained in CPN at early age. At 28 and 90 days, this parameter slightly decreases (5 to 7%) for CPN+70E cement. For binary cements with silica fume (Figure 6b), the water loss was lower than those obtained in CPN at all ages. For example, this parameter for CPN+5HS and CPN+10HS reach to values of 8 and 13% lower than that observed in CPN at 2 days, while they were 11 and 15% lower at 90 days, respectively. Finally, for ternary cements (Figures 6c and d), water loss has a values between those obtained for binary cements with blast furnace slag or with silica fume.

At 2 days, similar results are obtained for the CH-content reported in Table 5 where it is referred to the amount of portland cement present in the sample. Pastes with 35 and 70% of blast furnace slag have a high relative CH-content (117 and 108%) and pastes with 5 and 10% of silica fume has low relative CH-content (86 and 56%). Ternary cements reach to relative CH-content between the values obtained for samples prepared with binary cements.

4. DISCUSSSIONTOP

The strength obtained for binary and ternary cements is a function of: stimulation effect (acceleration of hydration) that produces the additions on the portland cement, the differential reaction rates of additions and, the dilution effect in the blended cement. The simultaneous action of these effects determines the type and amount of hydration products in the system, and consequently the pore microstructure and the mechanical strength of samples.

For slag binary cements, the addition has 60% of particles larger than 10 μm and 7% higher than 45 μm and thereafter the main contribution to hydration and strength will be expected after 7 days (30). Consequently, the behaviour at early age can be firstly attributed to the dilution effect that causes a decrease in the rate of heat release and secondly to the stimulation effect that accelerates the hydration of portland cement phases producing a large amount of C-S-H and CH (31) (Table 5 and Figure 6).

At later ages, the decrease of water loss at 28 days could be due to the stimulation effect is less important for binary cements with blast furnace slag. More than 73% of CPN (Wn: 13.23%) has reacted and some part of CH has been consumed during the reaction of the blast furnace slag (32). Thus, to achieve a compressive strength to that CPN, the slag replacement can be up to 17.5% at early age and it increases up to 35% at later ages.

For binary cements with silica fume, the initial hydration of addition and the stimulation effect are more important than the dilution effect (33) up to 48 hours. The rate and the intensity of heat peak (Figure 4b) increase for cements with silica fume and the CH-content (Table 5, Figure 6) is lower than that of CPN. Consequently, cement with silica fume present higher strength than that of CPN since the early age.

The synergy action between both additions causes a decrease in the CH-content (Table 5), a quit initial hydration and an advance of the occurrence time of the maximum heat peak (Table 4). These effects of silica fume addition can partially compensate the dilution effect caused by the blast furnace slag addition in ternary cements. Then, a large content of blast furnace slag can be incorporated to the blended cement to attain a similar strength to that obtained for CPN. This effect is more important at early age (2 to 7 days) and to obtain the same mechanical strength, the iso-response area (Figures 3a and b, 4a and b) for ternary cement containing 5% silica fume allows the incorporation of twice amount of blast furnace slag.

In Figure 7, it can be observed the overlaid iso-response surfaces of the compressive, flexural strength and non-evaporable water content with relative values greater than 95% of the corresponding to the CPN value. It can be seen that for this imposed condition, each studied property defines a different percentage range of additions. For example, to obtain a compressive and flexural strength equal to or greater than 0.95 that of CPN at 2 days, the ternary cement could be incorporate up to 17.5% of blast furnace slag +5% silica fume, and 35% of blast furnace slag +5% silica fume, respectively.

Figure 7. Overlaid response surfaces to attain a response value greater than or equal to those of CPN at: a) 2 days, b) 7 days, c) 28 days and d) 90 days.

 

A 90 days (Figure 7d), the entire studied domain has a flexural strength greater than 0.95 of CPN, and ternary cements with X1<65% and X2<5% have a compressive strength greater than 0.95 of CPN. Consequently, the content of additions that could be incorporated for this objective is greater for flexural strength compared with respect to compressive strength at all ages evidencing that additions produce a more significant improvement on the flexural strength. This behaviour is attributed firstly to the replacement of large and oriented crystals of the CH by small and few oriented crystals (34) and, secondly, to the increase in the compactness of matrix and the interface due to the pore size refinement (30).

Finally, a similar mechanical strength to the CPN can be achieved with a low non-evaporable water content for binary and ternary cements and consequently the low hydration degree of blended cements can be compensated by the more dense and homogeneous microstructure (35).

5. CONCLUSIONSTOP

According to the results obtained from pastes and mortars made with portland cement, blast furnace slag (0–70%) and silica fume (0–10%), it can be concluded that:

•  Due to the quit reaction rate of silica fume with CH produced by cement hydration, it is possible to increase the average level of addition of blast furnace slag in the blended cement to achieve the same mechanical strength that of CPN at early age. At later ages, the incorporation of silica fume in the cement - blast furnace slag system allows to duplicate the slag contents attaining to the same strength level. Hence, the mechanical strength for all blended cement with up to 5% of silica fume and up to 65% of granulated blast furnace slag is greater than or equal to 95% of strength of CPN.
•  A similar mechanical behavior to the CPN can be obtained with a lower content of non-evaporable water for cements with additions due to the dense matrix obtained.

 

REFERENCESTOP


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