Next Article in Journal
Evaluation of the Prediction and Durability on the Chloride Penetration in Cementitious Materials with Blast Furnace Slag as Cement Addition
Previous Article in Journal
Sustainability Analysis of Interior Coatings for the Prevention of Fungal Development
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

A New Study of the Lower Levels of the Los Frailes Caldera (Spain) for the Location and Characterisation of Pozzolans as Construction Materials

by
Domingo A. Martín
1,2,
Jorge L. Costafreda
1,*,
Leticia Presa
1,
José Zambrano
1 and
Jorge L. Costafreda, Jr.
3
1
Escuela Técnica Superior de Ingenieros de Minas y Energía, Universidad Politécnica de Madrid C/Ríos Rosas, 21, 28003 Madrid, Spain
2
Laboratorio Oficial para Ensayos de Materiales de Construcción (LOEMCO), C/Eric Kandell, 1, 28906 Getafe, Spain
3
Empresa de Proyectos Vértice, Departamento de Estructuras, Avenida XX Aniversario, Reparto Piedra Blanca, Holguín 80949, Cuba
*
Author to whom correspondence should be addressed.
Constr. Mater. 2022, 2(1), 40-52; https://doi.org/10.3390/constrmater2010004
Submission received: 4 December 2021 / Revised: 11 January 2022 / Accepted: 18 January 2022 / Published: 25 January 2022

Abstract

:
Over the last two decades, there was been intensive study of pozzolans on the surface of the Los Frailes Caldera (Spain) for possible use as construction materials; however, research into the deepest underlying horizons has not yet been done. The main object of this paper is to present the results of the research carried out at different levels of depth, down to 30 m, to locate and demonstrate the presence of pozzolans in the depths of the Los Frailes Caldera. To achieve this, a series of analyses were carried out to classify the samples extracted from the various levels of depth, starting at the surface and continuing down to 30 m, which consisted of XRD, XRF, and SEM. Other technological tests were also performed such as chemical analysis of pozzolanic quality (CAQP) and pozzolanicity (PT) tests, at 8 and 15 days. Lastly, a geophysical study using electrical resistivity tomography (ERT) was developed to define the thickness and physical properties of the horizons of pozzolanic materials at depth, as well as to establish the depth of the deposit. The results obtained by XRD, XRF, and SEM confirmed the presence of pozzolans consisting of strongly zeolitized and bentonitised tuffs (ZBVT) in the lower levels of the Los Frailes Caldera, indicating that these horizons continue uninterruptedly beyond 30 m deep. The results of the CAQP and PT established that the ZBVTs that lie in the depths have pozzolanic qualities. On the other hand, the ERT study showed that ZBVT levels continue into the depths, thus proving that the lower limit of the deposit is even deeper. The results obtained in this work could have a positive impact on an increase in the reserves of pozzolanic raw materials in the researched area and could be used in the manufacture of light aggregates for mortars, concretes, and pozzolanic cements, consistent with the environment and effective in reducing CO2 emissions during the production process.

1. Introduction

Los Frailes Caldera has been investigated for several decades because it is considered an enclave of great interest, not only from a geological and geochemical point of view, but also because of the presence of volcanic materials, whose physical, chemical, and mineralogical characteristics provide it with properties that have attracted the attention of many researchers and technologists. Geological investigations have established that Los Frailes Caldera contains volcanic materials of medium basic chemism consisting of basaltic andesites and dacites of the Los Frailes Unit (FR-1), more acidic varieties such as dacites and rhyolites of the Rodalquilar Complex, and pyroxenic basaltic andesites of the Los Frailes Unit (FR-2) [1,2,3,4,5] (Figure 1). According to Arribas [1] Los Frailes Caldera is a circular volcanic structure which is approximately 5 km in diameter, which was formed 14.4 ± 0.8 ma ago because of eruptive processes of several pyroclastic flows of dacitic and andesitic composition. At the same time, Benito et al. [6], Costafreda [7], Costafreda and Martin [8], Costafreda et al. [9], Presa et al. [10], and Stamatakis et al. [11] have recently investigated and described minerals and industrial rocks inside Los Frailes Caldera, consisting of strongly zeolitized and bentonitized cineritic tuffs (ZBT) and glassy volcanic tuffs (GVT), to be used in the production of pozzolanic cements, mortars, concretes, and as light aggregates for concrete. Other researchers [12,13,14] have focused their research on the bentonite deposits of the Los Frailes Caldera and surrounding distal areas. However, the studies carried out on the deposits of zeolite and bentonite inside the caldera have traditionally been developed on the surface, as the materials’ physical, chemical, and mineral properties were unknown at the deeper horizons.
The intent of this study is to research, for the first time, the underlying horizons of de Los Frailes Caldera, from the ground surface to 30 m depth, with the use of exploration drilling and geophysical techniques consisting of electric resistivity tomography (ERT).
This work has been structured as follows: a lithogeochemical sampling of drilling cores was carried out at different depth intervals; a series of samples were characterized by chemical and mineralogical tests; and finally, a geophysical research campaign was carried out on the site to delimit the contours of the area investigated in depth (Figure 2).
Since in the previous investigations carried out in Los Frailes Caldera, no studies have taken place below the surface to establish the nature of the pozzolanic materials, therefore this research is considered new.

2. Materials and Methods

2.1. Materials

A series of core samples were obtained at various levels of depth (0.00–30.00 m) and were used in the study of the subsoil of the Los Frailes Caldera. The drill hole samples were obtained courtesy of Empresa Minera Sepiolsa (Spain). A sample of approximately 5 kg was taken from each level by lithogeochemical sampling of drill core fragments. The samples selected in this research are made up of vitreous, crystalline, lithic, and clastic tuffs with a cineritic texture; they are characterized by their strong alteration to zeolite and bentonite. Table 1 shows data on the number of samples, sampling depth, and a brief lithological description of each level.

2.2. Methods

2.2.1. X-ray Diffraction (XRD)

A study was carried out by X-ray diffraction (XRD) to determine the mineral phases present at the various levels of depth (0.0, 1.0, 5.20, 10.20, 15.0, 20.40, 27.30, and 30.0 m.) The equipment used was a Rigaku Miniflex-600, equipped with a 600 w, a goniometer with a Cu cathode X-ray tube, graphite monochromator, a standard scintillation counter, and a rotating charger for 6 samples. The power used in the analysis process was 1ø, 100–240 v, and 50/60 Hz. The control of the equipment and the processing was carried out from a computer, by means of the PDXL software. To perform the test, 500 mg of sample were ground up and sieved to 74 µm to later prepare the test tablets in the standard moulds of the equipment’s sample holders. The determination of the crystalline phases was recorded in a 2θ range from 4° to 60°, with a step of 0.01° and a step time of 5° per minute, with a voltage and current of 40 kV and 15 mA, respectively.

2.2.2. Scanning Electron Microscope (SEM)

The morphological characterization of the samples was carried out with a Hitachi S-570 scanning electron microscope from the Centralized Laboratory of the Escuela Técnica Superior de Ingenieros de Minas y Energía of the Universidad Politécnica de Madrid. The equipment has a Kevex-1728 analyser, a Polaron BIORAD, a power supply for evaporation, and a Polaron SEM coating system. The equipment reaches a resolution of 3.5 nm and an amplification of 200 × 103. Winshell and Printerface Programmes were used to manage the information obtained during the study of the analysed sample and take microphotographs. The samples were reduced to a diameter between 0.2 and 0.5 cm; previously pulverised, they were spread on an adhesive graphitized tape, which was fixed on the surface of the sample holder. The samples were then covered with a layer of graphite which was applied under vacuum, by means of the Polaron SEM Coating System.

2.2.3. X-ray Fluorescence (XRF)

X-ray fluorescence is an elementary technique that provides quantitative information on the chemical composition of the analysed material. The 8 study samples were analysed with a Philips WDXRF spectrometer (PW1404) equipped with a collimator to reduce the angle of divergence of the X-rays. The radiation intensity ranged from 10 to 100 kV, and the use of monochromator facilitated the isolation of the measured radiation, thus guaranteeing an adequate wavelength. To carry out the test, the samples were reduced to 200 mesh using an automatic agate mortar. An amount equivalent to 6–8 g of sample was mixed in 1.5 mL of elbaite (250 cc acetone and 12.5 g plastic), then left to dry at room temperature for 5 min. It was then pressed using the Herzog press to obtain a pill of 5 cm in diameter, which was finally placed inside the X-ray spectrometer for quantitative analysis by the XRF.

2.2.4. Chemical Analysis to Determine the Quality as Pozzolan (CAQP)

The chemical analysis to determine the quality as pozzolan (CAQP) was carried out under the indications of the Standard UNE-EN 196-2-2014 [17], to determine the amount of certain compounds necessary to classify the samples investigated as natural pozzolans and recommend their possible uses in the manufacture of pozzolanic cements. The compounds studied are total SiO2 (TS), reactive SiO2 (RS), total CaO (TC), reactive CaO (RC), in addition to MgO, Al2O3, and Fe2O3. The insoluble residue (IR) was also determined by a test with HCI.

2.2.5. Pozzolanicity Test (PT) at 8 and 15 Days

The 8 samples from different levels of depth of the deposit were tested to evaluate their pozzolanic properties. Pozzolanicity tells us about the ability of the materials to react with Ca(OH)2 in dissolution, when they are finely ground up. The pozzolanicity test was performed on a mixture of 75% Portland cement (PC) and 25% natural sample at 8 and 15 days. In order to assess the pozzolanic properties of a material, the concentration of hydroxyl ions and the concentration of calcium ions, expressed as calcium oxide, must be calculated according to the European Standard UNE-EN 196-5:2011 [18] which specifies the procedure to be followed and the materials necessary to carry out the test.
The calculated concentrations of materials with pozzolanic properties are below the saturation concentration curve in calcium ions as a function of the concentration of hydroxyl ions at 40 °C [18].

2.2.6. Geophysical Study Using Electric Resistivity Tomography (ERT)

The geophysical study by means of electric resistivity tomography (ERT), carried out inside Los Frailes Caldera, aimed to determine the thicknesses of the horizon of the pozzolanic materials in its depths, based on its natural physical properties. Swedish Terrameter SAS geophysical equipment, from ABEM Instruments, was used for this work. The equipment is made up of a basic Terrameter SAS/4000, with SELECTOR ABEM ES 10-64C, and operates in three different modalities, including resistivity (R), induced polarization (IP), and spontaneous potential (SP). It includes an ABEM LUND system for developing tomographic resistivity profiles. The maximum voltage in electrodes is 400 v. The export, treatment, and processing of the data is carried out by an RS 232 connector. The equipment operates with two softwares: the SAS 1000/4000 Utility and the RES2DInv.

3. Results and Discussion

3.1. X-ray Diffraction (XRD)

The study of the mineralogical phases determined by XRD established that the samples investigated are made up of a main phase of zeolite, the main mineral being mordenite (Mor). The secondary phases correspond to smectite (Sme) of motmorillonite variety, illite (Ill), plagioclase (PI) halloysite (Hly), quartz (Qtz), gypsum (Gyp), muscovite (MS), as well as an amorphous phase (Am) represented by altered volcanic glass (Figure 3).
According to the X-ray diffraction patterns obtained by each sample from different depths, an uninterrupted proliferation of the mordenite phase is observed at all levels, which is evidenced in the discussion stated in Section 2.2. An increase in the amorphous phase is highlighted in all X-ray diffraction patterns, mainly in those representing the LFCS-07 and LFCS-08 samples; the latter could be interpreted as a remnant feature of the Neogene volcanic period in the southeast of the Iberian Peninsula, in which frequent horizons of pyroclastic material in the form of glass and cinerite could have been formed; this deduction is made due to the conclusions reached by previous researchers, including Seligman et al. [19] and Angelopoulos et al. [20]. Despite the mineralogical complexity of the samples investigated, it is established that this fact contributes to the manifestation of their pozzolanic properties [7].

3.2. Scanning Electron Microscopy (SEM)

Figure 4a–h shows eight microphotographs corresponding to the samples investigated (LFCS-01 to 08), obtained by SEM. According to these results, the predominant mineral phase is the mordenite variety zeolite, which is present throughout the stratigraphic column of the study area, from the surface to 30 m, which represents the lower limit of study. In addition to mordenite, the smectite (montmorillonite), muscovite, plagioclase, halloysite, gypsum, quartz, and devitrified volcanic glass representing the amorphous phase was detected. According to the information offered in Figure 4b,c,g, it follows that zeolitic mineralization occurred from the hydrothermal alteration of the amorphous phase; this reasoning is also reflected in the work of Presa et al. [10].
A fact worth mentioning is the abundance of mordenite even at the deepest levels of the Los Frailes Caldera. The mordenite lies uninterrupted from the surface to the depths, a fact which positively affects the potential of zeolite reserves of this geological enclave. The frequent presence of the mordenite phase in the samples is of indisputable importance due to the influence of its most characteristic properties, such as its conformation as a porous solid, cation exchange capacity (CEC), proven pozzolanic reactivity, and chemical composition [21].
As can be seen, the results obtained by SEM confirm those presented and discussed in Section 2.1 of this work.

3.3. X-ray Fluorescence (XRF)

Table 2 shows the chemical composition of the samples investigated, obtained by XRF. The main aspect to highlight is the variation in the percentages of SiO2 and Al2O3 within a relatively close range. For example, SiO2 ranges from 60.91 to 68.65% (LFCS-06 and LFCS-04, respectively), while Al2O3 ranges from 11.20 to 12.61% (LFCS-02 and LFCS-05). Costafreda and Martin [8] have shown that the percentages of SiO2 ≥ 15% and Al2O3 ≥ 11% positively influence the pozzolanic capacity of certain zeolites and dacitic tuffs.
Fe2O3 contents range from 1.2% (LFCS-06) to 2.17% (LFCS-02); however, we must highlight ranges of values between 1.45% (LFCS-05) and 2.17% (LFCS-02), which are larger and comparable with those calculated by Costafreda et al. [9] in zones proximal to the research area. The higher contents of MgO (2.94–3.2%) may indicate the possible relationship that exists between the andesite host rock that lies in the study area, which has been affected by hydrothermal processes as stated by Arribas [1] and Costafreda et al. [9].
The values calculated for CaO, K2O, and Na2O are within the ranges of results presented and discussed by García-Romero et al. [14] for calc-alkaline environments of formation from zeolite and bentonite deposits. One aspect to highlight is the loss on ignition (LOI) of the samples analysed, which is visibly high in all cases, specifically in the samples LFCS-08, LFCS-01, LFCS-07, and LFCS-05. This fact can be interpreted as one of the main causes of the pozzolanic reactivity of the samples together with the significant presence of SiO2 and Al2O3, which is in accordance with the conclusions of Rosell et al. [21]. The Loss on Ignition (LOI) values presented have been related in this research to the intrinsic properties of zeolites, such as the extremely large active surface, absorption capacity, and low sulphate contents [9], which are indispensable for their use as a pozzolan and as a possible construction material. In addition, the calculation of the ratio Si/Al:4.3–4.6 (Table 2) has allowed us to establish that the zeolite found in each of the samples investigated corresponds to the mordenite variety.

3.4. Chemical Analysis to Determine the Quality as Pozzolan (CAQP)

Table 3 shows the results of the chemical analysis (CAQP) carried out to determine the quality of the samples investigated as pozzolans. As discussed in Section 3.3, the percentage of SiO2 and Al2O3 is the most remarkable fact in the chemical composition of these samples; beyond this, emphasis is placed on the results of reactive SiO2, i.e., the portion of total SiO2 capable of reacting against HCL [17]. This fact is considered of great relevance in this study, since it highlights one of the main effects produced by the pozzolanic reactivity of the investigated samples [22,23,24,25].
Costafreda et al. [9] have established that 97–98.7% of the total SiO2 contained in zeolitized tuffs can react against Ca(OH)2. According to Table 3, the ratio of total CaO to reactive CaO is positive for pozzolanic reactivity, as is Al2O3. In all the samples investigated, practically negligible values of SO3 show up; this fact is highly relevant for its use as a raw material in the manufacturing of pozzolanic cements [26].
Finally, emphasis is placed on the percentages calculated for insoluble residue (I.R.), which in any case does not reach 3%. Everything discussed above can be considered as the basis of the pozzolanic reactivity process that is extensively detailed in Section 3.5 of this paper.

3.5. Pozzolanicity Test (PT) at 8 and 15 Days

According to Figure 5a,b, all samples investigated, both at 8 and 15 days, show a remarkable pozzolanic reactivity. At eight days (Figure 5a), in the area under the isothermal solubility curve at 40 °C, there is an evident tendency to the concentration of all samples, showing a similar behaviour, although the LFCS-08 sample can be clearly highlighted as the most pozzolanic.
The analysis of Figure 5b at 15 days provides somewhat different criteria compared to what was observed at 8 days, consisting of a marked tendency to linearity of the samples under the solubility isotherm. In this case, the remarkable pozzolanic nature of the LFCS-08 sample can be verified in relation to the other samples. Comparatively, the degree of pozzolanicity of the samples investigated at 15 days can be established as follows: LFCS-08, LFCS-07, LFCS-01, LFCS-05, LFCS-04, LFCS-02, LFCS-06, and LFCS-03. The analysis made in this work establishes the nature of the pozzolanic materials by means of their tendency to react slowly with Ca(OH)2 in the first reaction period, as shown in Figure 5a up to 8 days; however, as time passes a spontaneous reaction occurs (15 days). The pozzolanic behaviour of the investigated samples shows great similarities with the results obtained by Donatello et al. [27]. The results presented and discussed in this subsection confirm the suitability of the samples investigated for possible use as construction materials.

3.6. Geophysical Study Using Electric Resistivity Tomography (ERT)

According to Table 4, the values of electric resistivity (ERT) vary within a relatively wide range, the largest being >40 Ω·m, the intermediates between 15–40 Ω·m, and the minimums of <15 Ω·m. The first fact to highlight is the low value of ERT (<15 Ω·m) of the lithological horizons constituted by strongly zeolitized-bentonitised tuffs (ZBT); normally, these materials tend to have a markedly high resistivity, as Noor et al. [28] have established, however, very different behaviours have been reported in this study.
For the interpretation of the geoelectric levels, several isoresistivity intervals were unified (Table 4 and Figure 6a–c) and contrasted with the data of the surveys close to the ERT measurement profiles; in this way, a first geoelectric level was differentiated (Figure 6a) with resistivities less than 15 Ω·m coinciding with the horizon of ZBT. Below this level lies the BZT horizon with resistivity values of 15 to 40 Ω·m (Figure 6b). A horizon consisting of GVT lies even lower, in which resistivity values greater than 40 Ω·m were determined (Figure 6c).
According to the results of the work carried out in Los Frailes Caldera, some criteria were established that can explain the low values of the ERT, such as the effect of hydrothermal processes that form zeolitic and bentonitic mineralization, already mentioned by Costafreda [7] and Martinez et al. [29]; and proximity to the sea and the influence of saline compounds [7] as well as the pressure exerted by the overlying materials on the underlying ones [30], which causes the segregation and migration of fluids from the pores and inter-layers of zeolite and smectites, respectively, by diagenetic processes. As Costafreda [9] states, these fluids can be located in the contacts between different lithologies. On the other hand, in this study it has been possible to establish a close relationship between the complex mineralogical constitution of the zeolitized and bentonitised tuffs of the Los Frailes Caldera (Figure 3 and Figure 4) and the behaviour of the resistivity values (Table 4 and Figure 6). The abundance of the mordenite crystals described in Section 3.1 and Section 3.2 seems to be one of the causes that explain the low values of electrical resistivity as the depth increases. The above can reasonably be supported by the conclusions established by Parthasarathy [30], Tagomori et al. [31], Hersir and Arnason [32], and Utami [33].
Finally, is the results discussed in this subsection can be well correlated with those interpreted in the previous subsections; this indicates that the choice of the different methods applied in this research is correct. In addition, it is necessary to mention that if the mineral composition is taken into account, the chemical composition and the pozzolanic properties of the samples analysed at different depths, added to the results of the ERT then there will be great interest in the greater depths of the Los Frailes Caldera, especially regarding increased geological reserves.

4. Conclusions

The results of the XRD, XRF, and SEM have established that the composition of the investigated samples represent several mineral phases such as mordenite, smectite (montmorillonite), illite, plagioclase, halloysite, quartz, gypsum, muscovite, and amorphous material, with mordenite being the main phase. According to these analyses, the lower levels of the Los Frailes Caldera are mineralized from the surface to the depth of the study, set at 30 m.
The results of the chemical analysis to determine the quality as pozzolans (CAQP) of the investigated samples have revealed a high content of SiO2 and Al2O3 and very low contents of SO3 and insoluble residue (I.R.), which is a basic condition that pozzolanic materials must meet.
The pozzolanicity test (PT) establishes that all the samples investigated are pozzolanic; however, the fact that this reactivity is most evident in the samples that come from the last two levels of study (LFCS-07 and LFCS-08) gives a new perspective to the lower horizons of the Los Frailes Caldera.
The geophysical study using ERT has demonstrated the presence of pozzolanic materials in depth, consisting of ZBT, BZT, and GVT, which are characterized by a marked pozzolanic reactivity; this fact is of great interest. However, these studies failed to establish the real depth of the aforementioned materials, which has to be considered as a positive factor, concluding that the deposit is even more extensive in depth.
All the results presented and discussed in this work could be used as direct criteria for new prospecting and exploration work of the study area aimed at the expansion of geological reserves. Similarly, these results could be considered when improving the quality of pozzolanic cements and reducing greenhouse gasses.

Author Contributions

Conceptualization, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; methodology, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; software, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; validation, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; formal analysis, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; investigation, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; resources, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; data curation, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; writing original draft preparation, D.A.M. and J.L.C.; writing review and editing, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; visualization, D.A.M., J.L.C., L.P., J.Z. and J.L.C.J.; supervision, J.L.C. and D.A.M.; project administration, D.A.M. and J.L.C.; funding acquisition, D.A.M. and J.L.C. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Data Availability Statement

Not applicable.

Acknowledgments

The authors wish to thank the Laboratorio Oficial para Ensayos de Materiales de Construcción (LOEMCO) and the Gomez Pardo Foundation for the preparation of the samples, the performance of the tests, and the interpretation of the results, as well as the financial support offered to cover the costs of translation of this work. The authors thank the Centralised Laboratory of the Escuela Técnica Superior de Ingenieros de Minas y Energía (Universidad Politécnica de Madrid) for the SEM analysis. The authors thank the Laboratorio de Estratigrafía Biomolecular of the Escuela Técnica Superior de Ingenieros de Minas y Energía (Universidad Politécnica de Madrid) for support with X-ray diffraction analysis. The authors are very grateful for the help provided by the Departamento de Ingeniería Geológica y Minera of the Escuela Técnica Superior de Ingenieros de Minas y Energía (Universidad Politécnica de Madrid) for providing the electrical tomography equipment. The authors send a message of thanks to Empresa de Proyectos Vértice, Departamento de Estructuras, in the city of Holguín (Cuba) for the technical support provided in this research. All authors of this work are especially grateful to the Empresa Minera Sepiolsa (Spain) for providing the samples investigated and access to the geological information.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Arribas, A. Las Mineralizaciones de Metales Preciosos de la Zona Central del Cabo de Gata (Almería) en el Contexto Metalogénico del Sureste de España. Ph.D. Thesis, Universidad de Salamanca, Salamanca, Spain, 1992; pp. 109–148, 186–237. [Google Scholar]
  2. Rytuba, J.; Arribas, A., Jr.; Cunningham, C.; McKee, E.; Podwysocki, M.; Smith, J.; Kelly, W.; Arribas, A. Mineralized and unmineralized calderas in Spain; Part II. Evolution of the Rodalquilar caldera complex and associates gold-alunite deposits. Miner. Depos. 1990, 25, S29–S35. [Google Scholar] [CrossRef]
  3. Cunningham, C.; Arribas, A., Jr.; Rytuba, J.; Arribas, A. Mineralized and unmineralized calderas in Spain. Part I: Evolution of the Los Frailes Caldera. Miner. Depos. 1990, 25, S21–S28. [Google Scholar] [CrossRef]
  4. Cunningham, C.G.; Arribas, A., Jr.; Rytuba, J.J.; Arribas, A., Sr. Evolution of the Los Frailes Caldera, Cabo de Gata Volcanic Field, Southeastern Spain. Open-File Report. United States Dept. Interior U.S. Geol. Survey 1989, 89–325. [Google Scholar] [CrossRef]
  5. Oyarzun, R.; López García, J.A.; Crespo, E.; Lillo, J. Neat stratigraphic and dynamic relationships between pyroclastic flow and ash-cloud surge deposits in the Cabo de Gata–Níjar Geopark, Almería. Spain. Int. J. Earth Sci. 2018, 107, 607–609. [Google Scholar] [CrossRef]
  6. Benito, R.; Garcia-Guinea, J.; Valle-Fuentes, F.J.; Recio, P. Mineralogy, geochemistry and uses of the mordenite–bentonite ash-tuff beds of Los Escullos, Almería, Spain. J. Geochem. Explor. 1998, 62, 229–240. [Google Scholar] [CrossRef]
  7. Costafreda, J.L. Geología, Caracterización y Aplicaciones de las Rocas Zeolíticas del Complejo Volcánico de Cabo de Gata (Almería). Ph.D. Thesis, Universidad Politécnica de Madrid, Madrid, Spain, 2008; 515p. [Google Scholar]
  8. Costafreda, J.L.; Martín, D.A. New Deposit of Mordenite–Clinoptilolite in the Eastern Region of Cuba: Uses as Pozzolans. Molecules 2021, 26, 4676. [Google Scholar] [CrossRef]
  9. Costafreda, J.L.; Martín, D.A.; Presa, L.; Parra, J.L. Altered volcanic tuffs from Los Frailes caldera. A study of their pozzolanic properties. Molecules 2021, 26, 5348. [Google Scholar] [CrossRef]
  10. Presa, L.; Costafreda, J.L.; Martín, D.A.; Díaz, I. Natural Mordenite from Spain as pozzolana. Molecules 2020, 25, 1220. [Google Scholar] [CrossRef] [Green Version]
  11. Stamatakis, M.G.; Regueiro, M.; Calvo, J.P.; Fragoulis, D.; Stamatakis, G. A study of zeolitic tuffs associated with bentonite deposits from Almeria, Spain and Kimolos Island, Greece and their industrial potential as pozzolanas in the cement industry. Hell J. Geosci 2010, 45, 283–292. [Google Scholar]
  12. Pelayo, M. Estudio del Yacimiento de Bentonita de Morrón de Mateo (Cabo de Gata, Almería) como análogo natural del comportamiento de la barrera de arcilla de un almacenamiento de residuos radiactivos. Ph.D. Thesis, Universidad Complutense de Madrid, Madrid, Spain, 2013; 311p. [Google Scholar]
  13. Pelayo, M.; García-Romero, E.; Labajo, M.A.; Pérez del Villar, L. Occurrence of Fe-Mg-rich smectites and corrensite in the Morrón de Mateo bentonite deposit (Cabo de Gata region, Spain): A natural analogue of the bentonite barrier in a radwaste repository. Appl. Geochem. 2011, 26, 1153–1168. [Google Scholar] [CrossRef] [Green Version]
  14. García-Romero, E.; Manchado, E.M.; Suárez, M.; García-Rivas, J. Spanish Bentonites: A review and new data on their geology, mineralogy and crystal chemistry. Minerals 2019, 9, 696. [Google Scholar] [CrossRef] [Green Version]
  15. Costafreda, J.L.; Martín, D.A. Bentonites in Southern Spain. Characterization and Applications. Crystals 2021, 11, 706. [Google Scholar] [CrossRef]
  16. Google Earth. Available online: https://earth.google.com/web/search/San+Jos%C3%A9,+Almer%C3%ADa/,+Spain/ (accessed on 11 January 2022).
  17. UNE-EN 196-2:2014; Métodos de Ensayo de Cementos, Parte 2: Análisis Químico de Cementos. AENOR: Madrid, Spain, 2014.
  18. UNE-EN 196-5:2011; Métodos de Ensayo de Cementos, Parte 5: Ensayo de Puzolanicidad para los Cementos Puzolánicos. AENOR: Madrid, Spain, 2011.
  19. Seligman, A.N.; Bindeman, I.N.; Watkins, J.M.; Ross, A.M. Water in volcanic glass: From volcanic degassing to secondary hydration. Geochim. Cosmochim. Acta 2016, 191, 216–238. [Google Scholar] [CrossRef] [Green Version]
  20. Angelopoulos, P.M.; Manic, N.; Jankovic, B.; Taxiarchou, M. Thermal decomposition of volcanic glass (rhyolite): Kinetic deconvolution of dehydration and dehydroxylation process. Thermochim. Acta 2021, 707, 179082. [Google Scholar] [CrossRef]
  21. Rosell-Lam, M.; Villar-Cociña, E.; Frías, M. Study on the pozzolanic properties of a natural Cuban zeolitic rock by conductimetric method: Kinetic parameters. Constr. Build. Mater. 2011, 25, 644–650. [Google Scholar] [CrossRef]
  22. Najimi, M.; Sobhani, J.; Ahmadi, B.; Shekarchid, M. An experimental study on durability properties of concrete containing zeolite as a highly reactive natural pozzolan. Constr. Build. Mater. 2012, 35, 1023–1033. [Google Scholar] [CrossRef]
  23. Costafreda, J.L.; Martín, D.A.; Presa, L.; Parra, J.L. Effects of a Natural Mordenite as Pozzolan Material in the Evolution of Mortar Settings. Materials 2021, 14, 5343. [Google Scholar] [CrossRef]
  24. Lee, G.; Ling, T.C.; Wong, Y.L.; Poon, C.S. Effects of crushed glass cullet sizes, casting methods and pozzolanic materials on ASR of concrete blocks. Constr. Build. Mater. 2011, 25, 2611–2618. [Google Scholar] [CrossRef]
  25. Ursini, O.; Lilla, E.; Montanari, R. The investigation on cationic exchange capacity of zeolites: The use as selective ion trappers in the electrokinetic soil technique. J. Hazard. Mater. 2006, 137, 1079–1088. [Google Scholar] [CrossRef]
  26. Massazza, F. Pozzolanic cements. Cem. Concr. Compos. 1993, 15, 185–214. [Google Scholar] [CrossRef]
  27. Donatello, S.; Tyrer, M.; Cheeseman, C.R. Comparison of test methods to assess pozzolanic activity. Cem. Concr. Compos. 2010, 32, 121–127. [Google Scholar] [CrossRef] [Green Version]
  28. Noor, Y.; Suwai, J.; Kangogo, D. Correlating resistivity with temperature and alteration mineralogy in Menengai geothermal field: Case study of Menengai Well MW-01. In Proceedings of the 4th African Rift Geothermal Conference, Nairobi, Kenya, 21–23 November 2012. [Google Scholar]
  29. Martínez, J.A.; Caballero, E.; Jiménez, C.; Linares, J. Efecto de un domo volcánico sobre la bentonite de Cala del Tomate (Almería). Cad. Lab. Xeolóxico Laxe 2000, 25, 67–69. [Google Scholar]
  30. Parthasarathy, G. Effect of high-pressures on the electrical resistivity of natural zeolites from Deccan Trap, Maharashtra, India. J. Appl. Geophys. 2006, 58, 321–329. [Google Scholar] [CrossRef]
  31. Tagomori, K.; Saito, H.; Koseki, T.; Takahashi, H.; Dwipa, S.; Futagoishi, M. Geology and hydrothermal alterations, and those correlations to physical properties obtained from gravity and resistivity measurements in the Mataloko geothermal field. Bull. Geol. Surv. Jpn. 2002, 53, 365–374. [Google Scholar] [CrossRef] [Green Version]
  32. Hersir, G.P.; Árnason, K. Resistivity of Rocks. Presented at Short Course on Surface Exploration for Geothermal Resources, Organized by UNU-GTP and LaGeo, Ahuachapan and Santa Tecla, El Salvador, 17–30 October 2009. Available online: https://orkustofnun.is/gogn/unu-gtp-sc/UNU-GTP-SC-09-06.pdf (accessed on 16 January 2022).
  33. Utami, P. Characteristics of the Kamojang Geothermal Reservoir (West Java) as revealed by its hydrothermal alteration mineralogy. In Proceedings of the World Geothermal Congress, Kyushu-Tohoku, Japan, 28 May–10 June 2000. [Google Scholar]
Figure 1. Geological map of the central part of the Los Frailes Caldera [15].
Figure 1. Geological map of the central part of the Los Frailes Caldera [15].
Constrmater 02 00004 g001
Figure 2. Location of the research area and details of the tomographic profiles. The location of the profiles is based on Google Earth data [16].
Figure 2. Location of the research area and details of the tomographic profiles. The location of the profiles is based on Google Earth data [16].
Constrmater 02 00004 g002
Figure 3. X-ray diffraction patterns of the investigated samples obtained by XRD.
Figure 3. X-ray diffraction patterns of the investigated samples obtained by XRD.
Constrmater 02 00004 g003
Figure 4. Microphotographs of the investigated samples obtained by SEM.
Figure 4. Microphotographs of the investigated samples obtained by SEM.
Constrmater 02 00004 g004
Figure 5. Variation in the time of pozzolanic reactivity of the investigated samples. (a) to 8 days; (b) to 15 days.
Figure 5. Variation in the time of pozzolanic reactivity of the investigated samples. (a) to 8 days; (b) to 15 days.
Constrmater 02 00004 g005
Figure 6. Tomographic profiles of resistivity according to the data obtained by the geophysical method of ERT. Profiles (a) (north-south direction), (b) (north-south direction) and (c) (north-east/south-west) show the behaviour of ERT values on lithological horizons at different depths.
Figure 6. Tomographic profiles of resistivity according to the data obtained by the geophysical method of ERT. Profiles (a) (north-south direction), (b) (north-south direction) and (c) (north-east/south-west) show the behaviour of ERT values on lithological horizons at different depths.
Constrmater 02 00004 g006
Table 1. Description data, depth, and type of samples investigated.
Table 1. Description data, depth, and type of samples investigated.
SampleDescription of the Sample *Sampling Depth (m)Type of Sample
LFCS-01ZBT0.00Outcrop
LFCS-02ZBT1.00Drill core
LFCS-03ZBT5.20Drill core
LFCS-04BZT10.20Drill core
LFCS-05BZT15.00Drill core
LFCS-06BZT20.40Drill core
LFCS-07GVT27.30Drill core
LFCS-08GVT30.00Drill core
* ZBT: Zeolitized-bentonitised tuff; BZT: Bentonitised-zeolitized tuff; GVT: Glassy volcanic tuff.
Table 2. Chemical composition (%) of the samples investigated determined by X-ray fluorescence (XRF).
Table 2. Chemical composition (%) of the samples investigated determined by X-ray fluorescence (XRF).
SampleSiO2Al2O3Fe2O3CaOMgOK2ONa2OTotal
Alkali Equivalent
LOI *Si/Al
LFCS-0165.1711.571.400.963.201.361.930.812.604.3
LFCS-0262.9011.202.171.333.102.332.421.511.904.3
LFCS-0367.2512.071.631.562.211.781.571.110.504.4
LFCS-0468.6511.321.492.932.051.921.461.211.904.3
LFCS-0566.4712.611.451.562.941.521.111.012.304.6
LFCS-0660.9112.331.201.900.932.161.621.410.804.5
LFCS-0766.0811.371.601.571.552.642.111.712.304.3
LFCS-0867.7011.221.481.031.352.572.371.614.804.5
* Loss on ignition.
Table 3. Results of the quality chemical analysis as pozzolans of the samples investigated according to Standard UNE-EN 196-2:2014 [17].
Table 3. Results of the quality chemical analysis as pozzolans of the samples investigated according to Standard UNE-EN 196-2:2014 [17].
Compounds (%)Samples
LFCS-01LFCS-02LFCS-03LFCS-04LFCS-05LFCS-06LFCS-07LFCS-08
Total SiO265.563.267.969.368.8160.7766.2967.62
Reactive SiO258.759.059.458.858.7658.059.358.93
MgO0.730.780.750.511.120.910.820.75
Total CaO1.551.591.931.451.771.631.601.80
Reactive CaO1.321.371.330.211.641.391.301.41
Fe2O31.391.411.301.451.321.411.431.47
Al2O311.0711.2112.0311.3112.1212.0111.6711.05
SO30.040.030.050.040.10.030.210.06
I.R.*2.223.712.182.202.172.472.342.43
* I.R. Insoluble residue.
Table 4. Resistivity values vs. lithology values at different depths of study.
Table 4. Resistivity values vs. lithology values at different depths of study.
Resistivity [Ω·m]Lithology
<15Zeolitized-bentonitised tuff phase
15–40Bentonitised-zeolitized tuff phase
>40Glassy volcanic tuff phase
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Share and Cite

MDPI and ACS Style

Martín, D.A.; Costafreda, J.L.; Presa, L.; Zambrano, J.; Costafreda, J.L., Jr. A New Study of the Lower Levels of the Los Frailes Caldera (Spain) for the Location and Characterisation of Pozzolans as Construction Materials. Constr. Mater. 2022, 2, 40-52. https://doi.org/10.3390/constrmater2010004

AMA Style

Martín DA, Costafreda JL, Presa L, Zambrano J, Costafreda JL Jr. A New Study of the Lower Levels of the Los Frailes Caldera (Spain) for the Location and Characterisation of Pozzolans as Construction Materials. Construction Materials. 2022; 2(1):40-52. https://doi.org/10.3390/constrmater2010004

Chicago/Turabian Style

Martín, Domingo A., Jorge L. Costafreda, Leticia Presa, José Zambrano, and Jorge L. Costafreda, Jr. 2022. "A New Study of the Lower Levels of the Los Frailes Caldera (Spain) for the Location and Characterisation of Pozzolans as Construction Materials" Construction Materials 2, no. 1: 40-52. https://doi.org/10.3390/constrmater2010004

Article Metrics

Back to TopTop