Abstract
The Carbonate rocks from Angola were studied from a geological perspective and as mineral resources. However, the petrological and geochemical characteristics need to be analyzed and studied in order to evaluate their industrial qualities. The general purpose of this work is to analyze the geochemical suitability of the carbonate rocks in Uíge’s Municipality (Uíge province) to be used in the cement industry. To achieve this purpose, a methodology based on field survey and sampling was applied and laboratory tests were performed, namely petrographic and geochemical analyses. The results obtained showed that the carbonate rocks of the Uíge’s Municipality, are suitable for the cement industry, especially for the Portland and White cement.
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1 Introduction
The carbonate rocks from Angola were studied from a geological perspective and while mineral resources [1].
Since the country is in the process of national reconstruction, there is a significant demand for this raw material for the development of the different industries currently being implemented, such as cement, paper, white ceramics, chemical, glass, paint, metallurgy, steel, soil Ph correction, etc., in which one of the raw materials used is carbonated rocks.
At present, and in view of the construction and reconstruction program of the Uíge’s Municipality, there is a great demand for natural resources, namely carbonate rocks (Limestone).
In this sense the general purpose of this work is to analyze the geochemical suitability of the carbonate rocks of the Uíge’s Municipality to be used in the cement industry.
2 Materials and Methods
The methodology used consist of the following steps:
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a.
Field survey: The methodology applied for the accomplishment of this work comprised the survey of field and sampling where the topographic map was used at scale of 1/250,000 edition 1990 - Sheet nº 17 [2] and the geological map of Angola at scale of 1/250,000 sheet South B-33/V (Carmona - Sanza Pombo) [3], respectively. During this stage 12 outcrops were studied and 31 samples were collected.
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b.
Petrographic Analysis: The petrographic analyzes were carried out at the Macroscopy and Microscopy Laboratory of the Sciences Faculty of Luanda, Agostinho Neto University. Color, texture and mineralogical composition of the selected samples were performed by unaided eye. Thin sections were prepared in order to determine the cement, porosity, recrystallization and other diagenetic aspects.
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c.
Calcimetry analysis: These analyzes were made at the National Laboratory of Engineering of Angola (LEA), and consisted of the following tasks:
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Crushing: crusher jaws in granules ˂2 mm and uniform dismantling of 20 to 30 g each;
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Sieving: used the 100 μm sieve, Mesh nº 300;
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Weighing and acid attack: 4 g of powdered sample was used with HCL (3 to 5 ml);
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Filtration and drying: elimination of HCL with addition of distilled water and dried in the oven at 130° C for 120 mm;
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Weighing and analysis of the residue: to verify the existing mineralogy.
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d.
Geochemical Analysis: On the samples mentioned above, the geochemical analyzes were done at the GeoBiotec Laboratory of the University of Aveiro, Portugal.
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Dissolution of the carbonate rocks: for the determination of the main content of the carbonate rocks;
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Analysis of major, minor and trace elements. X-ray fluorescence spectrometry (XRF);
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Characterization of the rock type and its designation.
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3 Results
The petrographic characterization of the carbonate rocks from this municipality were carried out essentially by the study of outcrops in seven (7) neighborhoods: Tomessa, Aldeia Macalé, Quimango, Mbaza Polo, Henda, Kimassu and Kixikongo, where thirty one (31) samples were collected, but only twenty two (22) were analyzed.
The designation of the samples was based on two criteria: classification of Folk [4] taking into account the percentage of allochemicals present and the matrix, and classification of Dunham [5], according to the depositional texture of the carbonate rocks.
For better understanding, some samples will be described, and the other results listed in the Table 1.
Sample HEDA.
In this case, calcite, quartz and some quartz inclusions were observed microscopically (Fig. 1). The packing is closed and the texture is supported by sparite block. Being a grain-supported, denominated like Compact Limestone (lime-packstone).
Sample PC6.
Mineralogically, its consists of considerable amount of quartz, a slight percentage of calcite, muscovite and some mafic minerals (Fig. 2). This sample shows some laminations. According to [6], this sample is considered Calcarenite.
Sample TOM1.
This sample consists of calcite, dolomite, quartz and white mica (muscovite) (Fig. 3). Microscopically it consists of medium to coarse grains with moderate selection. It was denominated Compact Limestone.
The macroscopic description of the samples, the examination of the texture and the composition in thin section allowed to establish five (5) types of most important lithotypes, listed in Table 1.
As previously mentioned, 31 samples were collected, but only 22 have been submitted to the geochemical analysis, the results of which will be presented in Table 2.
With the CaO results representing calcium carbonate (limestone), MgO indicating the field of Magnesian carbonate rocks (dolomitic limestones), and FeOT indicating the field of marmoreal carbonate rocks, a diagram of lithofacies [7] (Fig. 4), where it was verified that all samples belong to the field of calcium carbonate.
In the study of the minor elements the Rb in the carbonated rocks is associated with clays. Rb occurs naturally in the form of oxides, associated with alkali metals such as potassium (K) and sodium (Na) [8]. The results of the samples from the Uige’s Municipality show that the Rb contents range from 0.7 - 109 ppm.
Mn (22.1–137.3 ppm), Sr (36.5–6389.8 ppm) and Ba (5.1–320 ppm) (Fig. 5) elements that may be present in the chemical composition of carbonate minerals.
The Sr contents of the samples range from 36.5–6389.8 ppm. Based on these values, most of the samples correspond to carbonate sediments (Fig. 6), which indicates that they belong to the Back-bulge depozone [10,11,12].
4 Discussion
Geologically the studied carbonate rocks were formed in a basin of the compressive type or foreland, in an underwater system, with the possible occurrence of clay materials and important sedimentation of shallow marine water, with the formation of carbonaceous ramps of small thickness of sediments.
The carbonate rocks of the area of the Uíge’s municipality show an alternation of metric layers with indications of metamorphism of low degree well evidenced in the thin blades.
The chemical analyzes of the largest elements of the samples of the studied area allow to locate the limestones as belonging to the Alto-Chiloango Subgroup (Proterozoic medium) of the finely laminated calcareous type.
Samples from the Uíge’s Municipality are rich in calcium, but poor in magnesium, iron and phosphorus, varying the concentration of silica. Which indicates a more calcium composition.
According to the analytical data and compared with the national [13] and international standards [14, 15], it was verified that the majority of the samples of the area studied are adequate for the manufacture of Portland cement.
The main raw material of the cement, lime (CaO) from CaCO3, presents a high content (Table 3) in the samples collected within the study area.
The samples that are adequate to this industry are: HEDa, HEDb, MBP1, MBP2, PIK6, PV3a, PV3b, QUIM1 and TOM1. This behavior is different for samples PIK1, PC2 and PC6, meaning they have low CaO content (25.38 and 30.63%) and high MgO, SiO2 and Al2O3 contents.
Thus, according to Table 3, it was verified that the calculation of the Siliceous Module (MS) in the Uíge’s municipality is 7, and that is above the established norms. The result of the aluminous module (MA) is equal to 3.8%, which is within the established limits which make easy the rapid combination of the oxides at high temperatures. The lime saturation factor (LSF), equal to 4.4%, is above the limits established by the standards, which makes clinker easier to grind.
5 Conclusions
After completion of the work, the following is concluded:
The limestones in the Uíge municipality can be used as raw material for both Portland and White cement, provided that special treatments (processing) with addition of other materials are made to increase the content of SiO2 and Fe2O3. The other applicable treatment is reducing the content of clays by dry or wet sieving process (mechanical process consisting of the separation of the coarse and fine particles).
6 Recommendations
Based on the results obtained the following is recommended:
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Elaboration of a more detailed project to determine the reserve potential of the area;
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To carry out further study of the carbonate rocks in this area, since this is the first work that was performed under this subject.
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Tunguno, C.M.N., Mucanza, G.G., Nsungani, P.C. (2020). Geochemical Characterization of Carbonate Rocks of the Uíge’s Municipality (Angola), for Cement Industry. In: Correia, A., Tinoco, J., Cortez, P., Lamas, L. (eds) Information Technology in Geo-Engineering. ICITG 2019. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-030-32029-4_10
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