1 Introduction and background

Granulated blast furnace slag, a by-product of the raw iron production, is almost exclusively used as a main ingredient of standard cements in Germany so far. A key aspect of slag research is therefore the identification of assessment criteria for the reactivity of ground granulated blast furnace slag (GGBFS). The positive effect of some oxides (CaO, MgO, K2O, Na2O) or the adverse effect of a high content of SiO2, TiO2 or MnO in the GGBFS on its reactivity are known [1]. However these indicators only allow a very rough estimate of the reactivity of blast furnace slag as a cement component [2, 3]. Additionally various empirical indicators (Table 1, [49]) are used for the correlation between chemical composition and technical properties [4, 10]. These indicators does not predict reliable the properties of the resulting cements. Key parameters of the production process itself such as temperature in the furnace, viscosity of the liquid slag and conditions for granulation may also play an important role [11, 12]. For that reason the compressive strength of mortars made from the cements containing these GGBFS is used as a safe evaluation criterion. The influence of different major and minor components of the GGBFS on the strength development was investigated frequently. Especially the influence of the Al2O3 content on the strength development because of an increased basicity was documented rather early [2] resulting in a positive influence on the early age strength, which may have a negative effect on the strength at later ages. The correlation between the chemical–mineralogical composition of the slag and the properties of the resulting binder have to be asked again with the upcoming interest in utilizing GGBFS for the production of alkali activated materials. If GGBFS is activated with alkali hydroxides, carbonates or silicates the correlations known for the activation with Portland cement might be not further valid or even more complex. Sakulich et al. [13] investigated the influence of adding Al2O3 to slags activated with NaOH/water glass solutions. The increase in compressive strength after 7 and 28 days was observed if adding low amounts of Al2O3, whereas a further addition of Al2O3 caused a delay of the hydration and did not enhance the mechanical properties. Ben Haha et al. [14] investigated slags with different Al2O3 contents activated with NaOH and sodium silicate solutions. It was found using isothermal calorimetry that an increased Al2O3 content of the slag slows down the rate of hydration. A high Al2O3 content resulted in a clear delay of the main reaction peak if activating with silicate solution, but accelerated the main reaction peak if activating with NaOH. In fact a lower strength at early ages was reached with higher Al2O3 content compared to the original slag but no significant differences at later times.

Table 1 Selection of different empirical indicators for correlation of chemical composition and technical characteristics of GGBFS [4]

There are only few studies about the influence of MgO in slags. Ben Haha et al. [15] could show that an increasing MgO content of the slag from 8 to 13 wt% accelerated the reaction and resulted in higher compressive strengths. How much the reaction will be accelerated depended on the type of activator. A faster reaction and a higher strength was achieved using NaOH as activator instead of sodium silicate. The differences between slags containing little or much MgO were more distinctive if activating with sodium silicate, although comparable degrees of slag reaction were detected. Bernal et al. [16] showed that a low content of MgO content leads to a faster reaction (in contrast to the results published by Ben Haha), whereas the overall extent of reaction was reduced. Both Bernal and Ben Haha [15, 16] verified that a lower MgO content favors the incorporation of Al–O tetrahedrons into the C–S–H chains.

Studies on cements containing blast furnace slag have demonstrated that the TiO2 content of GGBFS has a substantial influence on the reaction behavior and that an increased TiO2 content >1 wt% has a negative effect on the strength development [4]. According to Wolter et al. and Wang et al. [17, 18] TiO2 in the melt is present as Ti4+ and Ti3+ and can replace Si4+ acting as a network former in the glass network. This results in a densification of the glass structure and the increase of particle density as well as corrosion resistance. Subsequent the higher corrosion resistance leads to a worse dissolution of the glass network.

The production conditions of the slag have a significant influence and were different in diverse investigations which impede a clear correlation between the chemical–mineralogical composition of the GGBFS and its technical behavior towards individual activators could be derived [19]. The way out could be the use of synthetic slag. It is possible to pursue the influence of different parameters (basicity, Al2O3 content etc.) of the blast furnace slag without having a superposition of different chemical and other influences, as it is inevitably when using different industrially produced granulated slags. This way is chosen for the investigations described. The basis was a conventional GGBFS which was modified by adding several oxides, re-molten and granulated again and milled under identical laboratory conditions. The focus was set on the influence of the CaO/SiO2 ratio, the Al2O3 and TiO2 content.

2 Materials and methods

2.1 Ground granulated blast furnace slag (GGBFS) and alkaline activators

The original base material of the studies was an industrial GGBFS. This slag was modified with pure oxides to reach the desired composition and re-molten in a graphite crucible under nitrogen atmosphere at temperatures between 1,550 and 1,650 °C. Subsequently it was granulated in a laboratory wet granulation system. This procedure was chosen to guarantee absolute identical production conditions for all slags investigated to pursue the influence of certain chemical constituents on the reactivity of the GGBFS. In this paper, however, the influence of the basicity (C/S-ratio),Footnote 1 the TiO2 content and the Al2O3 content of the slag will be discussed. Table 2 summarizes the chemical characteristics of the GGBFSs used. The glass content was determined by light microscopy. Therefore the crystalline and glassy components of 1,000 slag grains (fraction 40–63 µm) were counted [20]. The glass content was determined between 98 and 100 wt%. The slags were ground in a ball mill for the further use as binder material. The particle size distributions of the grinded GGBFSs were comparable to each other with d 50 values of 11–12 µm and Blaine fineness between 4,100 and 4,300 cm2/g. Only GGBFS S2 was slightly finer with a d 50 value of 9 µm and a Blaine fineness of approximately 4,800 cm2/g.

Table 2 Chemical composition of the GGBFSs utilized

Sodium hydroxide (NaOH) and two potassium silicate solutions with molar water glass modules (SiO2/M2O) of 1 and 2 were used as alkaline activators (Table 3). Furthermore a water/slag-ratio of 0.35 was defined for all alkali-activated binders to allow a comparability between them, because of the different solid contents of the alkaline solutions used. Pure binder paste samples without any aggregates were prepared and used in all investigations.

Table 3 Chemical composition of the used activators and binders

2.2 Experimental investigation

At first the binder reaction of the alkali-activated GGBFSs were followed by isothermal heat flow calorimetry (TAMair, Thermometric) at 20 °C. Sample specimen measuring 2 × 2 × 2 cm3 were prepared for mechanical testing of the hardened binders. The samples were kept in moulds at 20 °C for one day, then demoulded and stored afterwards at 20 °C and 100 % RH until the date of testing the compressive strength. In order to characterize the reaction products the hydration was stopped by means of vacuum drying at day 1, 7, 28 and 180 after preparation. The dried samples were ground to a fineness <63 µm.

29Si nuclear magnetic resonance spectroscopy (MAS NMR) is a method for quantification of the silicate phases which deemed to be the most suitable method in these amorphous systems. Solid state NMR experiments were performed with a Bruker Avance 300 spectrometer (magnetic field strength 7.0455 T, resonance frequency of 29Si is 59.63 Hz). To measure the 29Si MAS NMR spectra, the samples were packed in 7 mm zirconia rotors and spun at 5 kHz at an angle of 54°44′. The chemical shifts were recorded relative to external tetramethylsilane (TMS). The single pulse technique was applied with a pulse width of 4 µs. According to the high paramagnetic portion of the samples, a short repetition time of 5 s was chosen and a typical number of scans were 40,000. Thirty Hertz line broadening was applied to all spectra prior to deconvolution. The quantitative analysis that means the deconvolution of the signal patterns of the spectra was done with the software PeakFit of Scientific Solutions.

A second method for characterization of silicate species is the so called “molybdate method”. Silicate species react in sulphuric acid (pH value of 1–2) with ammonium heptamolybdate solution [(NH)4Mo7O24·4H2O] to yellow-colored β-silico-molybdic acid complex (H4SiMo12O40) [2123]. The reaction progress can be monitored by UV–Vis spectrometry at a wavelength of 400 nm. The temperature was always set to 25 °C. The hydrolysis obeys the rate law of first order, and therefore it is possible to conclude from the rate constant to the degree of condensation of the silicate contained in the sample [23]. However the evaluation of the results is not clearly in the case of alumosilicates, because of the dissolution of the sample in acid in what the Al–O–Si bonds will be broken. Therefore only the degree of condensation of the (remaining) silicates can be measured [24]. The longer the reaction takes, the higher was the condensation of silicate in the binder, which is indicated by the rate constant k. It is possible to deduce the amount of SiO2 units in the reaction products from the determined rate constant by comparing with values of known silicate species [23, 2528]. Furthermore, the degree of condensation of the silicate contained in the sample can be calculated using the maximum extinction. This value is based on the SiO2 content of the binder, which is calculated from the composition of the raw materials (slag + activator) and the loss on ignition of the binder. Inasmuch it could have been come to minor changes due to carbonation during preparation of the binder (e.g. reaction, grinding), solely the tendency of the “molybdate active SiO2” can be considered.

3 Results and discussions

3.1 Isothermal calorimetry

Figure 1 shows the isothermal heat flow calorimetry of different GGBFSs activated with sodium hydroxide and potassium silicate solutions.

Fig. 1
figure 1

Isothermal heat flow calorimetry of different GGBFSs with sodium hydroxide and potassium silicate as activator, comparison of different a TiO2 contents in wt%, b Al2O3 contents in wt% c C/S-ratios

Wolter et al. and Wang et al. [17, 18] reported that TiO2 can replace Si4+ in the glass network resulting in a densification of the glass structure and a higher corrosion resistance. If this higher corrosion resistance is influencing the activation with sodium hydroxide and potassium silicate this should be measurable with heat flow calorimetry. Figure 1a depicts that S2 (high TiO2 content) shows a lower heat flow which is 1.5 h delayed compared to S1 if activated with K-WG-1. However the cumulated heat after 72 h was nearly the same (Table 4). In case of using NaOH as activator both heat flow curves look similar but the cumulated heat of the reaction of S2 is 12 % higher than that of S1. Presumably this might be related to the higher fineness of S2 (4,800 cm2/g instead of approx. 4,200 cm2/g).

Table 4 Cumulative heat released after 3, 6, 12, 24 and 72 h (J/g)

The modification of the Al2O3 content led not to a systematic correlation to the hydraulic reactivity of the slag. The highest heat flow maximum occurred of activating GGBFS S3 (high Al2O3 content of 21.6 wt%) with NaOH (Fig. 1b) which is in agreement with the results of Ben Haha et al. [14]. The cumulated heat of S3 was higher compared to the binder with S1 (low Al2O3 content). The activation of both GGBFSs with K-WG-1 show contrary results. The intensity of the heat flow peak of S3 was lower but at an earlier time than of that of S1. The observed results of the main hydration peak are similar to that of the initial peak found by Ben Haha. He measured an initial peak in the first minutes and a second main peak which showed a long dormant period of more than 60 h. Such a second, delayed peak could not be observed. It has to be mentioned that the samples were mixed outside the calorimeter. Therefore it is not possible to follow the first minutes of the reaction.

The influence of the C/S-ratio was studied on the slags S1, S4 and S5. The C/S-ratio ranges from 0.86 for S5 over 1.22 for S1 to 1.42 for S4. If the basicity of the slag (C/S-ratio) rises, the content of CaO increases with a simultaneous decrease of SiO2 which leads to an expansion of the glass network and facilitate splitting of existing Si–O-bonds. This usually results in a better dissolution/reactivity of the slag and a faster strength development. The question arises if this increasing reactivity has an impact if different alkaline activators are used. Figure 1c shows the heat flow of the binders activated with NaOH and K-WG-1. For NaOH, the enhanced reactivity of S4 compared to S1 and S5 is characterized by an increased intensity in the heat flow as well as a significantly higher heat release (Table 4). After 72 h the heat of hydration of the samples S1 and S5 is 28 % respectively 37 % lower than that of S4. If the same samples were activated with silicate (K-WG-1) a distinct time shift is seen in addition to the steplike heat flow maxima. The binder with S4 again showed the highest heat release. The heat release of the binder with S5 is with 32 % less compared to the binder with S4 and thus almost the same as for the activation with NaOH. But the difference of the heat release of the binder with S1 compared to S4 is only 8 % less (within 72 h). The reason for this is supposedly that the activator NaOH is stronger in the beginning. More hydroxide ions could dissolve the slag glass and the mean reaction as characterized by the heat flow was measured during the first 6 h. The hydroxide concentration of the K-WG-1 silicate solution was lower and dissolved the slag glass slower but the incorporation of additional SiO2 in the reaction products resulted in a larger amount of heat released within the first 72 h.

3.2 Compressive strength

Figure 2 shows the compressive strength development of different GGBFSs activated with sodium hydroxide and potassium silicate as activators.

Fig. 2
figure 2

Compressive strength development of different GGBFSs with sodium hydroxide and potassium silicate as activator, comparison of different a TiO2 contents in wt%, b Al2O3 contents in wt% c C/S-ratios

The influence of the TiO2 contents on the compressive strength (Fig. 2a) is much more significant than on the heat flow calorimetry. If activating with NaOH the 28 days strength of the binder with S2 (high TiO2 content of 1.9 wt%) is 74 % higher than that of the binder with S1 (low TiO2 content of 0.5 wt%) while it is only 8 % higher if activating with K-WG-1. But with K-WG-1 the deviation in compressive strength is in some cases significantly higher than that for the binder with NaOH. Even if it can be supposed that a part of the strength results from the slightly higher fineness of the GGBFS S2, it can be assumed that no major losses in the hydraulic reactivity of S2 compared with S1 can be observed in alkali-activated binders. The strength reduction as known from cements containing GGBFS with higher TiO2 contents and Portland cement clinker [4, 18] might be related to the other type of activation by Ca(OH)2, which is formed during the hydration of C3S and C2S. There is still no explanation for the different mechanisms. But therefore the alkaline activation is of special interest for GGBFSs with high TiO2, as these cannot be sufficiently activated with Portland cement clinker.

The compressive strength of the binder with S3 (high Al2O3 content of 21.6 wt%) activated with NaOH was significantly increased compared to those of S1 (Fig. 2b). After 1 day the compressive strength of the binder with S3 is 3 times higher and after 28 days and 180 days they are still almost twice as high as the strength values of the binder with S1. This confirms the experiences with blast furnace slag cements [29]. A completely different performance emerged if activating S1 and S3 with potassium silicate (K-WG-1). In this case the binder with S1 obtained higher strength over the entire duration of the measurement than that of the binder with S3. In addition the compressive strength of the binder with S3 activated with K-WG-2 is pictured. The doubling of the SiO2 content in the activator resulted in a significant rise in the compressive strength development especially after 28 and 180 days.

The early strengths after 1 day (Fig. 2c) were influenced by the C/S-ratio. The binder with S4 (C/S = 1.42) activated with NaOH reached the highest strength and the binder with S5 (C/S = 0.86) activated with K-WG-1 reached the lowest strength after 1 day reaction. Interestingly, this negative effect of low basicity is compensated over time regarding the binder with K-WG-1. After 180 days the strength of the binder with S5 (C/S = 0.86) exceeded even that of the other binder with higher C/S (S1 and S4). The reasoning is that the initial phase of the reaction is influenced by dissolving the glass, in which a high pH value of the activator has a positive effect. The subsequent course of the reaction goes together with a densification of the structure, which is achieved by precipitated and incorporated SiO2.

3.3 Nuclear magnetic resonance spectroscopy

The 29Si NMR spectrum in Fig. 3 shows the modification of the glass network of GGBFS. Table 5 lists the values of the 29Si chemical shift of the different GGBFS glass peaks.

Fig. 3
figure 3

29Si NMR–chemical shifts of GGBFS with different C/S-ratios

Table 5 29Si MAS NMR spectroscopy of origin GGBFS glass and alkaline activated binders-peak positions and curve parameter used for deconvolution

According to Wolter et al. [17] even low TiO2 contents lead to changes in the glass structure. In the blast furnace slag glass Ti is simultaneously present in the oxidations states Ti4+ and Ti3+. According to the network hypothesis of Zachariasen [30, 31] Ti4+ can replace Si4+ in the network as a network former, while Ti3+ preferably represents the Ca2+ instead. But in octahedral coordination it tightens the network in contrast to Ca2+ [17]. Various studies on titanosilicates showed that the Ti is present in these compounds in octahedral coordination (TiO6). These TiO6 octahedra are linked to corner-sharing SiO4 tetrahedra through bridging oxygen atoms. Similar to aluminosilicates a systematic downfield shift in the Si-NMR spectra can be seen with increasing titanium next-nearest neighbors. Labouriau et al. have measured the following shifts for different SiO4 environments: 0Si,4Ti = −78.5 ppm; 1 Si,3Ti = −82.0 ppm; 2Si,2Ti = −90.6 ppm and 3Si,1Ti = −94.2 ppm [32]. Balmer et al. reported that the effect on the chemical shift depends on the charge of the bond between Si and Ti. A Si bond to tetrahedral Ti has a formal charge of 0, and therefore no effect is expected [33]. The peak position of S2 with the significantly increased TiO2 content was found almost identical to the position of S1, the GGBFS with normal TiO2 content. Due to the minimal change in the peak positions either the Ti occurs in tetrahedral coordination or the concentration of TiO2 in the GGBFS is too low to detect a clear shift. On the other hand, a content of nearly 2 wt% TiO2 is relatively high for industrial practice already and lead to significantly altered reaction behavior of the GGBFS [4].

Al2O3 in the glass can function as a network modifier and as a network former [34]. The shift of a SiO4 group depend on the degree of SiO4 polymerization (Qn) and the number of Si or Al atoms in the second coordination sphere of the central silicon. In general, each substitution of a Si atom by an Al atom causes a down field shift of about 5 ppm [35]. In Table 5 it can be seen that an increase of the Al2O3 content (S1 and S3) resulted in a slight shift of the peak maxima to higher field in the 29Si NMR spectra, which is attributed to the function of Al2O3 as a network former.

Figure 3 shows the 29Si NMR spectra of the GGBFSs with varied basicity(C/S-ratio). A rising C/S-ratio means that the content of CaO increases with a simultaneous decrease of SiO2 which will result in a less condensed glass network. Conversely, the glass network is higher condensed at a low C/S-ratio, which can be seen in the 29Si NMR spectrum by a clear upfield shift. With increasing polymerization of Qn building units a characteristic upfield shift is observed in solid silicates from about −65 ppm for Q0 in monosilicates up to about −110 ppm for Q4 groups in fully polymerized silica. One condensation step (Q0 \(\to\) Q1 \(\to\)Q2 \(\to\)Q3 \(\to\)Q4) is correlated to a peak shift of approximately 10 ppm. [35] Starting from S1 which has a C/S-ratio of 1.22, the peak of S5 (C/S-ratio 0.86) is shifted upfield and the peak of S4 (C/S-ratio 1.42) is shifted downfield, as expected.

The quantitative determination of the reaction products of alkali-activated GGBFS was done after 28 days of hydration. In some cases the measurements showed overlapping signals, for which reason three binders were re-examined after 180 days of hydration.

The reaction products of alkali-activated slags can quantitatively be determined by a peak deconvolution. From the known peak parameters of the blast furnace slag (−74 ± 2 ppm respectively Table 5) and C-(A)-S–H phases (Q1: −78 ± 2 ppm, Q2(1Al): −82 ± 2 ppm, Q2: −85 ± 2 ppm) a theoretical curve was calculated and approximated to the measured data by only changing the amount of the single signals in such way that a minimum deviation was achieved. This gives information about the proportions of the individual signals for the different chemical environments of the silicon atom. First, the pure GGBFS were adjusted by setting a glass peak. Afterwards the 180 days old binder with S1 activated with NaOH was selected to define the peak parameter of the C-(A)-S–H phases Q1, Q2(1Al) and Q2. These parameters (Table 5) were considered for further evaluation as constant. It is assumed that the C-(A)-S–H phases of the same system will have the same peak position and shape. A similar approach was described in [36, 37].

The GGBFS activated with potassium silicates had an additional signal showed up as a broad shoulder around −90 ppm. There are approaches which correlated these signals with aluminosilicate compounds (Q4(3Al) and Q4(2Al)), such as in alkali-activated mixtures of blast furnace slag and metakaolin [38]. Another possible explanation could be that pure silicate gel is precipitated. If silicate is mixed with blast furnace slag, it can lead to a withdrawal of colloid or constitution water resulting in a condensation of colloidal silica oligomers due to the large surface of GGBFS particles that has to be wetted [39, 40]. Therefore silicate bridges between the slag particles might be formed, which condensated during solidification and formed solid gel structures [40]. Brough et al. [41] as well observed a signal which is substantially at −90 ppm. They assigned this peak to cross-linked calcium or aluminum substituted silicate species, which they summarized as Qpoly for all polymerized silicate species in general. For this reason, a 180 day old binder S3 activated with K-WG-2 was used to identify the signal of the “precipitated silicate” (Qpoly). Figure 4 shows the deconvoluted 29Si NMR spectra of the 28 and 180 days old binder of slag S1 activated with NaOH as exemplary results of the deconvolution.

Fig. 4
figure 4

Deconvoluted 29Si MAS NMR spectra of alkali-activated slag paste of S1 and NaOH at the age of a 28 days and b 180 days

From the deconvolution results, the degree of reaction (DR) of GGBFS, the average chain length (mean chain length-MCL) and the Si/Al-ratio of the C-(A)-S–H phases are calculated [35, 38, 42, 43]. The formulas are quoted elsewhere [38]. The calculation results are listed in Table 6.

Table 6 Calculation results (mol% Si) of deconvolution of the signal patterns of the spectra and calculated results of DR, MCL and Si/Al of the activated binder

By comparing the results of the 28 and 180 days old samples an increase in the degree of reaction can be observed in all three samples with increasing age, which is significantly higher in the binder with S1 than in the binder with S3. The Si/Al-ratio increases slightly with increasing age of the binder activated with NaOH, while it remains constant for the sample activated with potassium silicate. The binder with S3 shows a slightly lower Si/Al-ratio in comparison to the binder with S1 (both activated with NaOH). This means that more Al2O3 was incorporated into the chains of the C-(A)-S–H phases. If silicate is used as activator, extra Si is introduced into the system, which on the one hand is available as “precipitated silicate” and on the other hand can be integrated into the C-(A)-S–H phases. Thus, the Al content is reduced in the C-(A)-S–H phases and their Si/Al-ratio increases. The longest chain lengths were calculated for S3 activated with NaOH.

The NMR results of Table 6 can also be sorted by GGBFS characteristics. Slag with high C/S-ratio has a depolymerized glass network, which can be split of quickly by an alkaline activator. This leads to a rapid formation of many small nuclei and a rapid growth of the reaction products, which are therefore of shorter length. The binders with S5, S1 and S4 clearly show an increase in the degree of reaction with increasing C/S-ratio, with a simultaneous decrease of the chain length. This is reflected in significantly different strength developments (see Fig. 2). Comparing the samples with different TiO2 contents (S1, S2), only very small differences in chain length, degree of reaction and Si/Al-ratio can be observed. That reflects no clear influence of the TiO2 content on the reactivity of GGBFS within alkaline activated systems. Maybe the concentrations of TiO2 in the slags are too low, or the alkaline activation is not negatively influenced by TiO2. The increase of Al2O3 content caused a decrease in the degree of reaction, which could be attributed to the function of Al2O3 as a network former (slight upfield shift of the glass peak in Table 5). It has further be noticed that the average chain length of 18 was very high. This can partly be explained by the incorporation of Al into the C-(A)-S–H phases, which resulted in a lower Si/Al-ratio. It is noteworthy that the rise in Al2O3 content resulted in a significant increase in particular the early strength (Fig. 2).

Finally, it is possible to classify the results in Table 6 of S3 (GGBFS with high Al2O3 content) and S5 (GGBFS with low C/S ratio) according to different activators. If the effect of the activators NaOH, K-WG-1 and K-WG-2 is compared for the reaction of S3 it can be noticed, that the SiO2 content of the activator increases with increasing water glass module from 0 (for hydroxide) to 2 and therefore the SiO2 content in the overall system. The Si/Al-ratio reflects this very well. With increasing SiO2 content in the overall system more SiO2 was incorporated into the C-(A)-S–H phases than Al2O3. This reduced the bridging effect of the Al2O3 and the average chain length was reduced. Furthermore, the proportion of “precipitated silicate” raised with increasing SiO2 content of the activator. S5 is less reactive due to its low C/S-ratio, but also for this slag could be confirmed, that the increasing SiO2 content of the activators led to a rise of the Si/Al-ratio and consequently to a decrease in the chain length.

3.4 Molybdate method

The degree of linkage of the SiO2 in the sample can be inferred from the reaction kinetic of the silicate to the yellow colored β-silico-molybdic acid complex. In the case of alumosilicates only the degree of condensation of the (remaining) silicates can be measured [24], because of the dissolution of the sample in acid in what the Al–O–Si bonds will be broken.

The pure slag samples reacted completely within 3 min to β-silico-molybdic acid. The calculated rate constants of 1.2−1.5 min−1 indicate a mixture of monomeric and dimeric silicate species.

The results of the measured binders include information of the slag glass and the formed reaction products. A clear separation and quantification is difficult. Therefore Table 7 lists the rate constants and in addition the time intervals, which were used for calculation. For some samples two rate constants could be calculated by two straight portions of the curve.

Table 7 Calculated results (% SiO2 molybdate active, rate constant k) of the activated binder

Figure 5a, b shows the formation rates of β-silico-molybdic acid for alkali activated binders with different C/S-ratios of the slag activated with NaOH and K-WG-1. Comparing these results in the upper part of Table 7, it is found that the amount of molybdate active SiO2 decreases from about 100 to 80 % with decreasing C/S-ratio for both activators NaOH and K-WG-1 for 28 day old samples. This means that a part of the silicate species in the binder is so long that it cannot be measured with the molybdate method, which explains the lower proportion of molybdate active SiO2. The rate constant decreases as well, which indicates oligomer silicate species. The rate constants of 0.33 and 0.28 (S5 with C/S = 0.86) as found for the 28 day old samples activated with NaOH and K-WG-1 respectively, indicate a SiO2 unit length of about 8–10, while the rate constants between 0.45 and 0.57 (S1 and S4 with C/S = 1.22 and 1.42 respectively) point out to a length of 6–8 SiO2 units. The sample S5 (C/S = 0.86) activated with NaOH contains in addition a small amount of polysilicates (rate constant of 0.07) and in the binder with S5 activated with K-WG-1 some of the silicate species are longer than 10 SiO2 units (rate constant of 0.12).

Fig. 5
figure 5

Formation rates of β-silico-molybdic acid for alkali activated binders with different CaO/SiO2 ratios of the slag activated with a NaOH and b K-WG-1 as well as binders with different Al2O3 contents of the slag activated with c K-WG-1 and d K-WG-2 at different age

Figure 5c, d show binder samples, which were measured after different sample age. With increasing sample age, the increase in conversion curves declines and more time is needed for the reaction of the SiO2 to the yellow β-silico-molybdic acid complex. This is also semi-quantitative illustrated by the decreasing rate constants (the bottom half of Table 7). With increasing sample age a transformation of the silicate species took place from smaller oligomers to longer chains with more SiO2 units. In the case of S1 and K-WG-1, the rate constants from 0.47 to 0.64 indicate chain lengths of about 6-8 SiO2 units for 1–28 day old samples. After 180 days some of the silicate species were about 8–10 SiO2 units long (rate constant of 0.27). The binder which consists of S3 and K-WG-2 formed longer reaction products of 8–10 SiO2 units (rate constants from 0.37 to 0.45). This was probably due to the increased SiO2 content of the activator. Already after 7 days a small amount of silicates is higher polymerized (about 10 SiO2 units, rate constant of 0.20) than the other silicates. With further sample age the chain length grew to silicate species longer 10 SiO2 units (rate constant of 0.10 after 28 days) and polysilicates (rate constant of 0.04 after 180 days).

4 Summary

An increase in TiO2 content leads to a slight acceleration of the hydration in the case of K-WG-1. But a significant impact on the hydration observed by calorimetry was not visible. The influence of the TiO2 contents on the compressive strength was much more significant. An increase of TiO2 content causes higher strength especially by activation with NaOH which is at least partly due to the higher fineness of the slag with the highest TiO2 content. But nevertheless it can be assumed that with alkaline activation no major losses in the hydraulic reactivity of slags with high TiO2 content will be observed. The results in 29Si NMR show only very small differences in the degree of reaction, chain length and Si/Al-ratio of the reaction products C-(A)-S–H phases.

Changing the Al2O3 content of the slag did not lead to a systematic change in the hydraulic reactivity. It strongly depends on the used activator. The same was observed by measuring the compressive strength. A rise in Al2O3 content enhances the strength when activated with NaOH but reduces it when activated with K-WG-1. The results of 29Si NMR depict a decrease in the degree of reaction with increase of Al2O3 content in the slag glass. Simultaneously the chain length rises by incorporation of Al in the C-(A)-S–H phases, which reveals in a lower Si/Al-ratio.

The impact of the CaO/SiO2 ratio on the reactivity depends on the activator. A decrease in the C/S-ratio yields in case of K-WG-1 to a delay of hydration and in case of NaOH and K-WG-1 in a lower heat evolution. The C/S-ratio influences the early strengths after 1 day in the same way. A low C/S-ratio results in a low compressive strength and a high C/S-ratio implicate a high compressive strength. But regarding the binder with K-WG-1 this behavior is changing. The late strength of the slag with the lowest C/S-ratio exceeds the other binders. This is due to a densification of the structure by precipitated SiO2. Regarding the results of 29Si NMR it could be measured that an increase of the C/S-ratio causes in less condensed slag glass and therefore show an enhancement in the degree of reaction, with a simultaneous decrease of chain length. This decrease in chain length could also be detected with the molybdate method for NaOH as well as for K-WG-1 as activator. Furthermore the calculated chain lengths of 7–13 (29Si NMR) for the binders with NaOH fit well with the calculated chain lengths of 6–10 measured by the molybdate method.