The relationship between the burning condition of cement clinker and the ultimate cement properties is well established and being so, determination of burning condition is important in controlling the cement quality. Examination of a large number of cement clinkers from different plants and laboratory clinkers demonstrate that the ratio between the diffraction lines, corresponding to "d" 2.78+ (2?=32.2) and "d"2.74+ (2?=32.7) bears a distinct relationship with the clinkering process. The characteristic of these two lines (d values) is that both of them are combined products of alite (C3S) and belite (C2S) and in case of perfect crystallization, they bear a ratio of 1 to 1.1 only, termed as "C" index [Lea, 1970]. From the examination of industrial clinkers from different plants, it is observed that to achieve normal cement properties, the "C" index must not be above 1.5 [Goswami and Panda, 1986; Goswami et.al, 1991; Goswami et.al, 2016]. Thus "C" index reflects the degree of crystallization, and the higher the "C" index, lesser is the degree of crystallization. Accordingly, there exists a distinct relationship between the "C" index, burning condition and degree of crystallization of cement phases. As the burning condition determines the cement quality, the "C" index can be used directly for predicting the cement properties. For example, during the production of the clinker with"C" index ranging from 1.6 to 3.7 (Table 3), the kiln atmosphere was very dusty, and the cement produced showed abnormal properties. Cement from kiln-2 and 3 was of normal quality, while that of the kiln-3 was the best product. This provides a good relationship between "C" index and clinker quality.
Table 3:’C’ indices of cement clinkers from different sources
|
No. of samples analyzed
|
‘C’ index
|
Range
|
Average
|
Kiln-1
|
|
|
|
Early stage-disturbed
|
15
|
1.6-3.7
|
2.5
|
Later stage-smooth running
|
35
|
1.2-2.4
|
1.5
|
Kiln -2
|
20
|
1.1-1.7
|
1.4
|
Kiln-3
|
25
|
1.0-2.1
|
1.2
|
2.6 Evaluation of Clinker (potential vis-a-vis actual cement phases)
Mineralogy of the cement clinker determines cement properties. It is well known that very often cement clinkers having almost identical chemical composition produce cement of varying properties. This generally happens because of changes in mineralogy due to the presence (absence) of some minor constituents, and mineralizers, a trace of which can alter the mineralogy of the clinker, which was not detected by the widely known "Bogue" calculation, based on major oxide constituents. It is generally observed that clinker phases determined by XRD and Optical microscopy were different in comparison to Bogue calculations, indicating that the quality of clinker entirely depends on the phase composition, and could be determined more precisely only by quantitative XRD. Although, XRD and microscopic analysis produce almost similar values, the former is having number of advantages over the later [Goswami et.al, 1992]
During the use of petcoke as a prime fuel in cement plants, along with the main mineral phases of the clinker like C3S, C2S, C3A, C4AF, various other associated minerals are characterized by XRD like anhydrite (CaSO4), aphthitalite (3K2SO4. Na2SO4), arcanite (K2SO4), calcium langbeinite (K2SO4 2CaSO4) and thenardite (Na2SO4). Overall sulphur content of the clinker increased in proportion with the amount of sulphur in the fuel. Reactivity of clinker also depends on the nature of sulphate bearing phase. The higher sulphur present in the clinker causes fine clinkerization, alite and belite grain size & changing the reactivity.
Higher amount of alkalis (Na2O & K2O), coming from the use of alternative raw materials and fuel during the production of Portland clinker, led to the formation of orthorhombic polymorphic form of C3A instead of cubic (detected by XRD), leading to the different reactivity and hydration characteristics. C3Aorthorhombic is more reactive results in shortening in setting time, problem in reactivity and difficulty in controlling rheology. C3Acubic/ C3A orthorhombic influences the water consumption of the cement and higher water consumption by C3A orthorhombic.
Microscopic evaluation of Portland clinker is another way to investigate quality of clinker, and cement properties by analyzing the morphology (mineralogy as well as granulometry) of clinker and interpreting the OM images as given below in Table 4. Images of major grains observed in Optical microscopy are shown in Fig 4. Optical micrographs of some clinker samples are given in Fig 5.
Table 4:Microscopic images and their influence
Observations in OM images
|
Interpretations
|
Increase in alite size and content
|
Relative high LSF, long sintering zone, coarsening of feed
|
Inhomogeneity of clinker phases
|
Lower reactivity of ash, short retention time, heterogeneity of raw mix
|
Highly porous clinker
|
Sandy raw meal
|
Cannibalistic or fused alite
|
Reduced reactivity of clinker
|
Inclusion of belite in alite grains
|
Reducing conditions
|
Large variations in alite size
|
Inhomogeneous raw mix
|
Small alite grains
|
Short flame, fast heating rate, shorter burning zone
|
Decomposition of alite
|
Slow cooling, reducing conditions
|
Large proportions of belite
|
Low LSF
|
Belite nest
|
Ash shortage, excessive quartz grain size
|
Large number of belite clusters
|
Decreased grindability
|
Large belite
|
Overheating or overburning
|
Coarsening of belite, aluminate, ferrite
|
Slowly cooled clinker
|
Ragged margins of belite
|
Also due to very slow cooling
|
Rounded belite without lamellae
|
Rapid cooled clinker
|
Secondary belite on alite grains
|
Slow cooling
|
Irregular belite
|
Over burning
|
Coarsely crystalline liquid phase
|
Slow cooliong
|
Therefore, quantitative estimation of clinker phases through microscopy and XRD is very important in controlling and monitoring the quality of raw material as well as clinker. Monitoring and identifying mineral and morphological features can effectively control the process conditions.
2.7 Cement Grinding
It is generally found that cements prepared incorporating same clinker and gypsum ground to the same fineness, but in different mills show remarkable variation in their properties. This ambiguity in the cement properties can be well explained by analyzing the XRD spectra of two cement samples ground in different grinding system. The XRD spectra of cement samples from different mills show that dehydration of gypsum (CaSO4.2H2O) – formation of hemi-hydrate (CaSO4.0.5H2O) and its crystallinity during grinding vary from mill to mill. Dehydration of gypsum during grinding plays a significant role in deciding final cement properties as gypsum was converted to hemihydrate in plant mill. Setting time of the cement significantly affected by the ratio of hemihydrate to gypsum. Complete conversion to hemihydrate leads to false set, whereas lesser amount of gypsum accounts for flash set and low early strength. Dehydration which leads to loss of crystallinity of gypsum is a function of grinding temperature. E