Vance Press
Register Login

Rock Mechanics Letters

Open Access Research Article

Rock Mechanical Properties and Resource Potential of Dimensional Stone and Terrazzo in Tigray, Ethiopia: A Geological and Geomechanical Assessment

by Zelealem Haftu 1 Nageswara Rao Cheepurupalli 2,* Yewuhalashet Fissha 3 Sri Chandrahas N 4  and  Blessing Olamide Taiwo 5
1
Department of Geology, Aksum University, School of Mine, Shire, Tigray, Ethiopia.
2
Associate professor Department of Mineral processing and Metallurgical Engineering, Aksum University, Ethiopia
3
Department of Geosciences, Geotechnology, and Materials Engineering for Resources, Graduate School of International Resource Sciences, Akita University, Akita 010-8502, Japan.
4
Department of Mining Engineering, Malla Reddy Engineering College, Hyderabad 500100, India
5
Department of Mining Engineering, Federal University of Technology Akure, Akure, Nigeria.
*
Author to whom correspondence should be addressed.
Received: 20 September 2024 / Accepted: 3 October 2024 / Published Online: 9 October 2024

Abstract

Dimension stone and terrazzo are quarried rocks following specific dimensions, generally huge in tonnage than ore minerals. Dimension stone and Terrazo resource development opportunities in the Tigray Region, Ethiopia, are studied regarding their potential to make dimension and terrazzo, geology and deposit nature, physio-mechanical properties, rock petrography, and opportunity for exploitation. The granite and marble are quarried as dimension stones and they meet the quality parameters of the rocks, which include, being durable, easy to quarry, work, cut, and polish. It was conducted through the integration of new geological descriptions, interpretation of thin sections, and physico-mechanical tests. Both surface and quarry rock samples were used for the study. 15 from granite and 15 from marble deposits in total 30 samples were used for petrographic analysis and physico-mechanical tests. Based on petrographic and physicomechanical results, granite is harder than marble this may be due to silicates being less dissolved than carbonates. The accessory minerals in both granite and marble deposits limit the quality of the deposits as being impurities. The integrated results indicate that the marble and granite deposits in the area are good in quality and quantity. In addition, they are geologically widespread, technologically do not need sophisticated technology and economically they do not need huge investment and have less effect upon the environment. Diamond wire saws and diamond belt saws separated the dimension stone, which are oblate to curved in shape with 1m width. In the area, investment has been at a relatively low stage more investment will significantly increase production of the dimension stone for local usage, export, and economic growth of the region.


Copyright: © 2024 by Haftu, Cheepurupalli, Fissha, N and Taiwo. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY) (Creative Commons Attribution 4.0 International License). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

1. Introduction

Dimension stones, defined as natural rocks carefully extracted and processed to meet specific architectural and construction requirements, play a vital role in both local and global markets. These stones find extensive applications in a myriad of settings, including external walls, flooring, ornamental features, staircases, and pathways, significantly enhancing the aesthetic appeal and functionality of buildings [1]. The economic importance of assessing dimension stones in Ethiopia is underscored by the potential for these resources to not only bolster local economies through job creation and infrastructure development but also contribute to the global stone market, where demand for high-quality materials continues to rise.
Historically, Ethiopia has a rich heritage of utilizing stone as a primary construction material, as demonstrated by iconic structures such as the Obelisk of Axum, carved from granite; the St. George Churches of Lalibela, crafted from ignimbrite; and the Temple of Yeha, composed of sandstone [2,3,4]. These historical uses highlight the cultural significance of dimension stones, while contemporary applications reflect the ongoing relevance of these materials in modern architecture and construction. However, the dimension stone industry is not without its challenges. Issues such as inefficient extraction methods, environmental impacts, and a lack of standardized processing techniques hinder the growth and sustainability of the sector. Addressing these challenges is essential for improving the quality of dimension stone production and enhancing its marketability.
Dimension stones, often referred to as ornamental stones, provide unique aesthetic qualities that contribute to the visual appeal of contemporary structures. Selecting the appropriate dimension stone involves careful consideration of key factors such as color, texture, size, and overall pattern, along with the stone's strength, resilience, and polish. The most commonly utilized types of dimension stones include slate, granite, sandstone, marble, and limestone, with lesser-known varieties like greenstone, serpentine, alabaster (massive gypsum), and soapstone also included in this category.
The market potential of dimension stones is largely dictated by their geological origins, which can be classified into three main categories: metamorphic, igneous, and sedimentary rocks. To fully assess this potential, it is crucial to evaluate both the mechanical properties such as color, grain size, and texture and technical features, including petrography, mineralogy, brittle deformation, physico-mechanical tests, and available volumes. The interplay between mechanical and aesthetic qualities significantly influences a stone's marketability. Enhanced technical characteristics are pivotal in determining the performance and suitability of dimension stones for various applications, whether in indoor or outdoor settings and under diverse environmental conditions such as exposure to sunlight, pollution, chemicals, grease, or oil. Recent advancements in testing methodologies, such as ultrasonic testing, have proven effective in ensuring the selection of high-quality dimension stone blocks [5]. Furthermore, the integration of predictive modeling, particularly through machine learning techniques, has improved the ability to forecast the durability of natural stones [6].
The global dimension stone industry is expansive, with over 50 major countries involved in the production, export, and consumption of stone products. Leading producers, including Brazil, China, India, Italy, and Spain, boast annual production levels ranging from nine to over twenty-two million tons, while Portugal contributes approximately three million tons annually. The United States holds the largest market share worldwide.
Despite Ethiopia's rich historical utilization of stone, geological exploration for industrial dimension stone production remains limited. The Ethiopian Geological Survey has identified significant resources of marble, limestone, granite, and sandstone [2] and has actively invited domestic and foreign investments in quarry development and exploration. Consequently, several local and international mining companies have received permits for granite, marble, and limestone extraction across various regions of the country. The production landscape features marble quarries in the west and north, while granite quarries in the northeast, northwest, and east yield commercial blocks measuring approximately 2.4 x 1.2 x 1 m, or around eight tons. Additionally, processing companies operate multiple stone fabrication plants, often distanced from their quarry sites, exemplified by the National Mining Company (NMC) based in Awash, Central Ethiopia, with quarries situated in the east and west of the country. The two largest dimension stone companies, Semayata and Saba Dimensional Stone Plc, are located in the Tigray region, in the towns of Wukro and Adwa, respectively, also far from their quarry sites.
Among the various dimension stones, white marble has witnessed a notable increase in demand from designers and businesses, reflecting an ongoing trend in both domestic and global markets. This study was prompted by the growing interest in marble and granite resources for dimension stone production. The research emphasizes geological, petrographic, and physicomechanical tests to evaluate key parameters such as color homogeneity, texture uniformity, block size, deposit characteristics, impurity content and distribution, and other essential factors for producing commercially viable dimension stones. By addressing the current challenges in the industry and proposing innovative solutions, this research aims to enhance the sustainability and efficiency of dimension stone production in Ethiopia, ultimately contributing to the growth of the sector and its economic viability.

2. Geological overview

2.1. Geological setting
The basement rocks in northern Ethiopia are of Neoproterozoic age and form the southern end of the Arabian Nubian Shield (ANS). They consist of low-grade metavolcanic, metavolcanoclastic, and metase-dimentary rocks, along with syn-late-tectonic granitoids and younger mafic and felsic dykes. These rocks are related to the Upper Complex [7,8,9] of Ethiopian stratigraphy. They are divided into two major lithostratigraphic groups, namely the Tsaliet and Tambien Groups (Fig. 1 and Fig. 2). The Tsaliet Group is older and dominated by low-grade metavolcanic and metavolcaniclastic rocks, varying in composition from mafic to felsic. Its thickness reaches up to 1500 m and is unconformably overlain by the Tambien Group, which is dominated by metasedimentary rocks approximately 2000 m thick. These represent two facies: (i) Mai Kenetal Facies, composed of four formations (Werei slate, Assem limestone, Tsedia slate, and Mai Kenetal limestone), and (ii) Negash Facies, composed of slate, meta limestone, and siliceous dolomite.
Firstly, each joint profile image was captured using screenshot software and saved as a JPG file. Next, non-essential pixels were removed, and the horizontal and vertical axes were defined for each image. The original lengths of the ten joint profiles varied slightly, ranging from 96 mm to 101 mm [31,32]. To ensure consistency in experimental research, all profiles were adjusted to a uniform horizontal length of 100 mm, with their JRC values assumed to remain unchanged. This procedure aligns with the methods recommended by other researchers [34,35,36]. Finally, the geometric coordinates of the ten joint profiles were obtained using both automatic acquisition and point capture modes, with data points placed at the center of each profile. This approach is consistent with the method described by Jang et al.[35], as illustrated in Fig. 2. The modified standard roughness profiles are shown in Fig. 3. The JRC values for these profiles, when sheared from left to right, match Barton's inverse calculation: 0.4, 2.8, 5.8, 6.7, 9.5, 10.8, 12.8, 14.5, 16.7, and 18.7, respectively.
The pre- or syn-tectonic granitoids intruded the Tsaliet Group at about ~800 to 735 Ma, whereas the post-tectonic granitoids intruded the Tambien and Tsaliet groups as well as the diamictites between ~620 and ~520 Ma [14,15]. The late to post-tectonic granitoids are found intruding the low-grade metavolcanic sedimentary units in the ANS and the gneissic terrain in the Mozambique belt of Ethiopia.
2.2. Application of dimension stone
Dimension Stone is widely used in exterior and interior applications, such as slabs for flooring and wall tiles in public and commercial buildings, and monuments. Basalt and granite are often used to build foundations due to their abundance. Polished marble and granite are also popular for kitchen countertops because of their high durability and aesthetic qualities. In architecture and countertops, the term "granite" often refers to igneous rocks that contain large crystals, rather than specifically to those with a granite composition [16]. In some areas, granite, marble, and limestone are used for tombstones and monuments. Granite and marble are hard stones that require skill to carve by hand [16]. Modern engraving methods include the use of computer-controlled rotary drills and sandblasting onto rubber templates. The blaster emits letters, numbers, and emblems onto the stone, allowing for the creation of virtually any type of artwork or inscription. Large quantities of stone are used in the construction industry. For the exterior of civil and office buildings, polished panels with a thickness of 2 cm are used [16]. Marble and granite can be cut into floor tiles (30 cm x 30 cm) and countertops for use in shopping malls, hotels, and even individual homes [16]. Granite curbs and cobblestones are used as urban road surfaces because of their durability [16].

3. Methodology

3.1. Methods
The methodology of this study involved both field and laboratory analyses [17,18]. During the fieldwork, detailed geological mapping was carried out at each site, and representative samples were collected from both quarry locations and surface rocksc [19]. Approximately 2 kg of each rock sample was collected, taking into account lithological variations [20]. Specifically, 1 kg of granite and marble samples were collected based on observable lateral and vertical variations in color, grain size, and texture within the exposed deposits [21]. A systematic sampling approach was used, as the deposits were not randomly distributed [22]. Most samples were taken from quarry sites, as surface samples are more prone to contamination [23]. Alongside sample collection, lithological identification and geological mapping were key tasks [24]. Geological exposures were recorded along hillsides, quarry sites, local mining excavations, and riverbanks [25]. Samples were selected based on lithological variability and the occurrence of granite and marble resources [17].
A total of 30 samples were prepared for analysis: 15 from marble and 15 from granite [18]. Of these, 15 were designated for petrographic analysis and 15 for physico-mechanical testing [19]. The samples were examined at the central petrographic laboratory of the Geological Survey of Ethiopia in Addis Ababa and the geotechnical laboratory of the Ethiopian Construction Design and Supervision Works Corporation [21]. These analyses were crucial in determining the mineralogy, grain size, texture, fabric, and weathering states of the rocks, which are influenced by geological processes and affect how a rock may fail [20]. This information is vital for optimizing the production of high-quality dimension stone and terrazzo resources [22].
Physico-mechanical tests, including physical tests (density, porosity, water-soluble matter, and luster) and mechanical tests (flexural strength, compressive strength, abrasion resistance, water absorption, polishing surface appearance, and hardness), were conducted to assess the suitability of the granite and marble resources for dimension stone and terrazzo production [23].
3.2. Materials
Various materials were utilized during the study, including previous geological, geochemical, and structural maps of the surrounding area [24]; a computer; a digital camera; topographic maps; satellite imagery; and geological field equipment such as GPS, hammers, notebooks, Burton compasses, and plastic bags [25]. Other materials included a printer, scanner, and office supplies [21]. For data processing, software like ArcGIS v10, Global Mapper v12, and CorelDraw X4 was employed [17].

4. Results and Discussion

4.1. Physico-mechanical properties
The physico-mechanical properties of granite and marble are essential for determining their suitability in various construction and industrial applications. These properties help assess the strength, durability, and usability of the stone under different environmental and load conditions. Table 1 summarizes the results of the physical and mechanical tests conducted on the studied granite and marble samples. The key parameters evaluated include density, porosity, water absorption, uniaxial compressive strength, tensile strength, and hardness (Fig. 4). These values offer insight into the performance of the stone in structural applications and can help inform decisions regarding their use in building materials, flooring, and decorative purposes.

4.1.1. Porosity

Porosity is the ratio of the volume of pores to the total solid volume of a material and was measured according to the methods described by Nover et al. [26] and Harrison [27]. Although marble has a relatively low porosity, it can absorb small amounts of moisture and other liquids, which may lead to corrosion or staining [26]. Additionally, exposure to water and acid rain can negatively impact the appearance and durability of marble over time [26]. The weight of the dried sample (W.) and then saturated with water was weighed in water (W1), and weight in air (W2), with the porosity (P) calculated as follows: P=W2-W/W2-W1 x 100 [26]. Granite has a porosity ratio between 0.4% and 1.12% [26]. This porosity ratio is confirmed by the visual porosity (intercrystallite and micro-porosity) [26]. In metamorphic rock, porosity appears as micro-voids during the re-crystallization process. In marble, the porosity ratio varies between 0.57% and 1.98% as indicated in Table 1.

4.1.2. Density

The representative samples of granite were measured according to ASTM D 153 [24], and the results ranged from 2.65 to 2.739 g/cm³ as indicated in Table 1; according to the standard, low specific gravity is preferred for paper manufacture [24]. To understand the correlation of each sample with the physical and mechanical properties, this study introduced a Pearson correlation plot (Fig. 4) [26]. Consequently, Fig. 5 shows the histogram probability plot of all physical and mechanical testing results of granite and marble [26].

4.1.3. Matter Soluble in Water

The granite and marble powder are generally insoluble in water, except for traces of soluble salts. Test results indicate that the amount of soluble matter for marble ranges from 0.36% to 0.5%, and for granite, it ranges from 0.12% to 0.34%, as shown in Table 1. According to ASTM D 2196 (1987), the maximum limits are 0.4% for marble and 0.25% for granite [28].

4.1.4. Luster

Luster refers to the appearance of a mineral surface in reflected light, influenced by the transparency, refractivity, and structure of the mineral. The luster of granite varies from dull to grainy, with sporadic parts appearing pearly and vitreous. In contrast, marble exhibits a luster that ranges from whitish to cloudy [29].

4.1.5. Compressive Strength

The primary objective of the compressive strength test is to ensure that granite and marble can withstand external forces and shocks that may occur during installation and transportation, as outlined by Gaber (1995) and ASTM C 170 (2017) [30]. The procedure for measuring compressive strength is illustrated in Fig. 6, and the results are presented in Table 1 [31].

4.1.6. Flexural Strength

Flexural strength is useful in indicating the differences between granite and marble. It is determined using a simple beam with quarter-point loading. Tests on rocks should be conducted when relevant to the situation, with loads applied perpendicularly and parallel to the bedding plane, as per ASTM C 880 (1979) [32].

4.1.7. Abrasion

The abrasion resistance test was conducted on the studied samples to assess the percentage of weight loss after 352 revolutions. The abrasion loss of thickness was calculated according to M.A. Abd El–Hamid et al. (2015) using the formula W1−W2A⋅p\frac{W1-W2}{A\cdot p}A⋅pW1−W2​, where W1W1W1 is the weight of the specimen before abrasion, W2W2W2 is the weight after abrasion, ppp is the sample density, and AAA is the cross-sectional area of the specimen. The results are indicated in Table 1 [33].

4.1.8. Water Absorption

The water absorption of solid and massive samples of granite and marble is determined according to ASTM C 128 (1979), ASTM C 642 (1982 Modified), and ASTM C 97 (2015) [34]. Water absorption is calculated from the formula c−xc×100\frac{c - x}{c} \times 100cc−x​×100, where ccc is the saturated weight and xxx is the dry weight. The water absorption coefficient provides an indication of the porosity and water permeability of the material, revealing any cracks or fissures within the concrete coating. According to Gaber (1995), water absorption should be less than 5% based on standard specifications [35].

4.1.9. Polishing Surface Appearance

Marble can be polished to a high luster after being sanded with fine abrasive tools. This process enables attractive pieces of marble to be cut, polished, and utilized as floor tiles, architectural panels, facing stone, windowsills, stair treads, columns, and other decorative stone applications, as noted by M. Fakhry et al. (2016) [36].

4.1.10. Hardness

Hardness refers to a mineral or rock's resistance to abrasion or scratching, described in terms of Moh’s scale. This scale consists of ten minerals arranged in order of increasing hardness, from talc to diamond. Granite exhibits high hardness due to the presence of quartz, while marble, composed mainly of calcite, has a hardness of three on the Mohs hardness scale. The lower hardness of marble compared to granite affects the abrasion and polishing process during the cutting of decorative stones into their final shapes [37].
4.2. Geology and petrography of dimension stone in Tigray
Wide varieties of rocks are used as dimension stones in Tigray. However, the common ones are associated with Precambrian metamorphic and igneous rocks, which are exposed in the peripheral part of the region, due to the removal of overlying materials by erosion. So, more potential marble deposits occur in the Dichinama, Dugub, Elawedizeray, Adigolagool, Kelafinos, Newi, Enda-Tikur, Naedir and Berdada areas. Similarly, granites of Proterozoic to Early Palaeozoic age, occur as intrusive bodies within these metamorphic rocks. Deposits of such types occur in Negash, Adi Elena, Adikelete, Kisad Gaba, Embamadr, Adiet, and Sebeya areas. Thick successions of Palaeozoic sediments include building stone quality of limestone also occur predominantly. The upper part, however, is in places calcareous, particularly close to the transition to the overlying limestone of the Antalo Group. Thick limestones are developed in the middle part of this group, varying from near shore, oolithic limestones, through fossiliferous, pale limestone and marl to black limestone deposited in deeper water. Messobo, Togogo areas are among the predominant exposures of limestone.

4.2.1. Granite

It is derived from the Latin granum (grain) and refers to the coarse-grained plutonic rock of a specific composition that contains plagioclase, orthoclase, and quartz as the main minerals. However, in the dimensional stone trade, the term refers to a wide range of hard siliceous rocks, including closely related plutonic rocks such as granodiorite and tonalite, as well as less related plutonic rocks. It also includes metamorphic rocks such as gabbro, monzonite, and even gneiss [38]. Granite typically has a medium to coarse-grained texture. In some cases, individual crystals (phenocrysts) can be larger than the groundmass. The texture in this case is called porphyry. Granite with a porphyry texture is sometimes called porphyry. The color of granite varies from pink to gray, depending on its chemical and mineralogical properties. Granite produces different outcrops due to weathering and rounded massifs. Granites may occur in circular depressions surrounded by a series of hills formed by metamorphic halos and hornfels. Granite occurs in the continental plates of the Earth's crust and is often used as a building stone because it is solid/denser (2.65-2.75 g/cm³), hard (compressive strength 200 MPa), and durable (viscosity 3-6 × 10¹⁹ Pa). This rock type is stable and common in the continental crust, i.e., often produced in relative stocks of <100 km² and in batholiths (associated with orogens) as well as aplitic dykes (associated with the margins of granite intrusions), which underlies the relatively thin sedimentary layers of the continents.
In some places, very coarse-grained pegmatite clasts occur alongside granite. Granite has invaded the Earth's crust during all geological periods, but most date back to the Precambrian period. Granite has a variety of uses as a dimensional rock (as curbstones, cobblestones, granite paving stones, landscaping stones, granite slabs, granite stairs, monuments, gravestones, millstones, and other building products). Physical appearance (color and texture) is the major factor in determining the commercial quality of granite, but homogeneity is also critical, i.e., it must be free from inclusions (veins, veinlets, and xenoliths). The known deposits occur around Negash, Adi Eleni, Adikelete, Borpuah, Kisadgaba, Embamadre, and Sebeya granite deposits (Table 2).
Petrographically, the analyzed samples are dominated by orthoclase feldspar, microcline, and quartz, with biotite, muscovite, epidote, and hornblende present as minor minerals. In some granite samples, accessory minerals like epidote and chlorite are also observed. Relict textures, including the breakdown of hornblende and its replacement by feldspars, are present. Furthermore, chloritization (feldspars altered to chlorite) and epidotization (biotite altered to epidote) occur along cleavage traces and grain boundaries. The samples display fine to medium-grained epidote accompanied by interstitial quartz, anisotropic textures, and oblate to curved grain boundaries. The minerals exhibit impression and disequilibrium geometry, indicating contact metamorphism. Fig. 7 presents photomicrographs (A, C, and E) of granite thin sections observed under cross-polarized light (XPL), along with field photographs (B, D, and F) of granite exposures. The labeled minerals in these images—Qtz (Quartz), Kfs (Potassium feldspar), Chl (Chlorite), Ms (Muscovite), Bt (Biotite), Ser (Sericite), Orth (Orthoclase), and Pl (Plagioclase)—provide visual evidence of the mineral compositions and textures discussed. These photomicrographs highlight important features such as grain boundaries, relict textures, and mineral alterations, supporting the petrographic observations outlined in the text. The modal mineral proportions are as follows: Kfs ~40%, Qtz ~25%, Pl ~15%, Bt ~11%, and Msc ~4% for sample G-01; Kfs ~47%, Qtz ~23%, Bt ~11%, Pl ~9%, Ep ~5%, Ms ~2%, and Hbl ~1% for sample G-02; and Kfs ~45%, Qtz ~20%, Pl ~20%, Ms ~10%, and Op ~5% for sample G-03.

4.2.2. Marble

Marble is the transformed product of limestone, due to the involvement of heat and pressure, which transforms it into a dense, multi-colored crystallized rock. It is composed primarily of calcite (white color) with small amounts of impurities (silicate minerals distinctive green color; graphite—a dark color, producing a greenish-gray hue; and hematite, which imparts a pinkish hue). Unusual colors such as sky blue are due to impurities or 'defects' within the calcite crystals [38,40] (Fig. 8 & 9). Large marble deposits have been found in the Precambrian metamorphosed terrain of northern Ethiopia [41,42]. The known deposits occur around Naeder, Dichenama, Newi, Adiwoyane, Emnizong, Akmara, and Tekeze marble sites. Most of the outcrops are hilly to cliff-forming, white to gray, and fine-grained, predominantly composed of calcite. Pink, greenish, and sky-blue varieties, as well as dolomitic marbles, are also locally present [41,39] (Fig. 8). The fine-grained, whitish to purple marble resembles the original limestone, possibly due to a lower degree of metamorphism. These characteristics are consistent with the results found by [39].
Marble is mined in the Tigray region using both small-scale operations (hand-held hammer drills and wedges) and more advanced methods (blasting or sawing) for various architectural and artistic purposes. The primary cut is supported by natural seams and wedged along vertical and horizontal wellbore lines. Final shaping of the block is accomplished through secondary drilling and wedging. The maximum size of the end block is 1.15 tons, constrained by the load capacity of transport trucks (Fig. 8). Larger commercial blocks are extracted using drilling, blasting, wedging, and diamond sawing methods (Fig. 8). Marble deposits in the Tigray region are exposed in Naeder, Dichenama, Newi, Adiwoyane, Emnizong, Tekeze, and Akmera areas, with their geography, general characteristics, and estimated reserve described in Table 2.
From the microscopic point of view, all the analysed samples are characterized by the presence of prevailing calcite crystals. But in some of the thin sections cloudy appearance is observed, this may be due to the presence of both micro-porosities and opaque sub-microscopic inclusions in their interior (Fig. 9). Moreover, all samples also exhibit opaque impurities concentrated on the calcite grain boundaries. Calcite is dominant but also, but feldspars, microcline, muscovite, biotite, and quartz minerals are also recognizable under the microscope (Fig. 9). In addition, some small, isolated grains of both a probable phyllosilicate and an opaque phase are observed which is reddish to reflected light. Textures are rather variable from prevailing sutured to granoblastic with very rare triple points. The texture of some samples is weakly anisotropic, and the grain boundary shapes vary from straight to curved and even some triple points. Under thin-section microscope observation, the general impression is that the analysed marbles present disequilibrium geometries due to contact metamorphism characterised by relatively high temperature and low pressure, which caused predominantly quick re-crystallisation of the carbonate phases. The modal proportion of the minerals Cal~50%, Pl~20%, Mic~20%, Ms~15% (for sample M-01), Cal~45%, Pl~20%, Mic~15%, Bt~15% & Ms~5% (for sample M-02) and Cal~55%, kfs~20%, Pl~15%, Bt~5%, Ms~5% (for sample M-03).
4.3. Quality and processing of marble and granite
Due to geologically wide occurrence, technological needs less investment and economically cheap, marble and granite dimension stone widely adopted in foundations, facings, dams, coastal defences, and retaining and water containment structures. Based on the physico-mechanical tests and petrographic results, the quality of both granite and marble deposits is good. Therefore, based on the results granite has low porosity and water solubility (silicates are less soluble than carbonates) as well as high in compressive strength and harness (from the Mohos hardness scale quartz and calcite. Similarly, marble has high porosity, polishing surface, and water solubility as well as low compressive strength and hardness. This implies marble should avoided for load-bearing masonry units and external pavements (due to the above characteristics when compared to the ASTM specification (geotechnical investigation and testing of rocks). Marbles have a higher degree of water absorption than granites, due to silicates (quartz) being less soluble than carbonates (calcite), this also correlated with standard specifications of ASTM. Marble has a very high degree of polish, making it highly recommended for use as a decorative stone, particularly for internal flooring and walls. According to several authors, in mineral extraction, dimension stone quarrying does not require sophisticated technology (Fig. 10) and has the lowest environmental impact [43,44,45,46]. Despite this, the economic importance of the industry still affects nearby communities, causing noise and visual pollution, damage to biodiversity, and harm to the landscape, among other environmental issues [43,45].
An important aspect to be emphasized is the distribution of costs and incomes from mining, as it has a strong influence on the success of projects. This perception is crucial, given the influence of government and company policies on the assessment of both environmental and social impacts, corporate social responsibility, shared values, and relationships with the community [47]. Proposals aim at policies and actions that have the potential to improve businesses by reducing social-related costs and improving productivity. According to Kogel [48], this resource has almost the same mining life cycles as other earth resources, including coal, kaolin, industrial minerals, and metals. Regarding the mining method, most granite and marble deposits worldwide are mined using surface mining methods, such as quarries. Surface mining is cost-effective and requires fewer workers to produce the same quantity [49]. An open pit is one of the most common surface mining methods used to extract marble and granite resources.
4.4. Market
Ethiopia's dimensional stone industry is truly a local business. Various types of natural stone are quarried and sold locally in raw, semi-finished, and finished products, with different markets requiring different quality characteristics. Currently, marble dominates rock production, with approximately 8,100 tons produced in 2004 compared to 170 tons of granite [50] (Table 2). These stone products are commonly seen in many commercial buildings in Addis Ababa and regional cities such as Dire Dawa, Bahir Dar, Hawassa, and Mekele. An excellent example of the modern use of Ethiopian dimensional stone is the Sheraton Hotel in Addis Ababa, where locally produced stone like Dareti marble, Babile granite, Ambo sandstone, and ignimbrite from Addis Ababa is used for cladding, walkways, stairs, and tabletops [51] (Fig. 3A). Similarly, white marble slabs are used in residential buildings in Nazreth [51] (Fig. 3B). Ethiopian dimensional stone has good potential to capture external markets, with exporting raw blocks being the most common way to access international markets. From 2001 to 2003, Ethiopia exported marble, granite, basalt, and travertine to European markets while importing dimensional stone [50]. According to Ethiopian Customs, approximately 30 tons of dimensional stone were imported between 2000 and 2005 [50].
4.5. Opportunity
Ethiopia's economic policy enables and encourages private capital investment in the mineral sector. The government is creating an environment in which domestic and foreign companies can participate in the development of the mineral industry. Ethiopian metamorphic rocks offer a variety of rocks that have already been exploited or have the potential to serve as important component resources in the future (Walle and Heldal, 2001). The gray and white marble of the western region has already undergone significant industrial development and now helps shape the appearance of building facades in Addis Ababa and other Ethiopian cities. There are still interesting possibilities both for the further development of industrial quarries in homogeneous marble deposits and for more exclusive types of exploration for export markets. To this end, the National Mining Corporation's efforts to export marble to China, Turkey, and Saudi Arabia are an attractive option. Although granite mining in Ethiopia is still in its infancy, increasing knowledge of the resource potential and improved mining methods could aid in positive development. However, so far the granite deposits located in central and north-south Ethiopia are generally the species facing intense competition in the international market. Vast deposits of post-tectonic granites in areas such as Negash, Adi Eleni, Adikelete, Borpuah, Kisadgaba, Embamadre, and Sebeya granite deposit offer excellent opportunities for future development. Similarly, excellent quality and quantity of marble exposures are in the central, western, and northwestern parts of the Tigray region, which are arranged based on their descending order and are widely used in the domestic market (Table 3). There are still opportunities to explore new resources in the region, perhaps the most important part of the region's building stone production is the use of volcanic rock for local housing and, near the capital, large-scale industrial construction. Such resources show great potential for providing superior construction materials cost-effectively and have the potential to be further developed.

5. Conclusion

The Tigray region has substantial potential for dimension stone and terrazzo production, with rich rock resources available. However, current investment levels are low, with only a few companies engaged in these industries. To stimulate investment, it's essential to involve geologists with expertise in rock properties, petrography, and rock strength, following standards such as BS, ASTM, AASHTO, and German DIN. This expertise can help diversify the economy, create job opportunities, and enhance the non-oil sector. The marble and granite reserves in Tigray exhibit fine-grained, compact structures and vibrant colors, demonstrating excellent polishing qualities. Their high quality is supported by compliance with international standards, suggesting a promising future for quarrying. With favorable recovery rates and the potential for sustainable annual production, the region's deposits are attractive as hard, compact dimensional stones. Structurally, these deposits remain largely intact, with minimal disturbances like shearing or deformation, indicating good quality. Some quartz veins are present near the surface, but their intensity diminishes with depth—this will be further verified during quarry development. The majority of deposits are accessible, located on gently sloping terrains and underlain by low-grade metamorphic rocks, simplifying excavation and operational conditions.
The geological and petrographic analysis of Tigray's dimension stone reveals a diverse range of high-quality materials suitable for both structural and decorative uses. Granite deposits are particularly notable for their durability, strength, and aesthetic appeal, making them highly sought after in the construction industry. Various granite types, such as Negash and Kisad Gaba, highlight the potential for local sourcing that meets modern architectural demands. The petrographic analysis emphasizes the importance of mineral uniformity and the absence of inclusions in ensuring commercial quality. Marble deposits in Tigray, with their diverse colors and textures, offer significant opportunities for artistic and architectural applications. Unique characteristics from locations like Dichenama and Naeder position the region to contribute effectively to the global natural stone market.
In conclusion, Tigray's dimension stone resources hold both geological significance and economic promise. By promoting sustainable extraction practices and utilizing local resources, the region can strengthen its position in the dimension stone industry while ensuring environmental care and community involvement. Future research and investments in this sector could further unlock Tigray's potential, paving the way for economic growth and development.

Author contributions

All authors are contributed and reviewed the manuscript. All authors have read and agreed to the published version of the manuscript.

Acknowledgments

No funding was received to assist with the preparation of this manuscript.

Conflicts of Interest

All the authors claim that the manuscript is completely original. The authors also declare no conflict of interest.

Data availability

All relevant data related to this manuscript are available and can be provided upon reasonable request.

References

  1. Kahraman E, Kılıç AM. Investigation of the relationship between Böhme abrasion resistance and strength properties of some natural stone. Int J Nat Eng Sci. 2017;11(2):31–5. [Google Scholar]
  2. Walle H, Zewude S, Heldal T. Building stone of central and southern Ethiopia: Deposit and resource potential. Norges Geol Unders Bull. 2000;436:175–82. [Google Scholar]
  3. Asrat A. The Temple of Yeha: Geo-environmental implications on its site selection and preservation. In: Proc 16th Int Conf Ethiop Stud. 2009. [Google Scholar]
  4. Teklberhan D, Zelealem T. Resource estimation of granite and marble. Ethiop J Earth Sci. 2022;3(2):98–110. [Google Scholar]
  5. Kiliç AM, Kahraman E, Kiliç O. The use of ultrasonic measurements in determining the quality of dimension stone blocks. Int J Nat Eng Sci. 2017;11(1):28–33. [Google Scholar]
  6. Kahraman E, Özdemir AC. The prediction of durability to freeze–thaw of limestone aggregates using machine-learning techniques. Constr Build Mater. 2022;324:126678. doi:10.1016/j.conbuildmat.2022.126678 [Google Scholar][Crossref]
  7. Kazmin V. The Ethiopian basement stratigraphy and possible manner of evolution. Geol Rundsch. 1978;67:531–48. Doi: 10.1007/bf01802803 [Google Scholar][Crossref]
  8. Tadesse T. Structure across a possible intra-oceanic suture zone in low-grade Pan-African rocks of northern Ethiopia. J Afr Earth Sci. 1996;23:575–81. Doi: 10.1016/S0899-5362(97)00008-0 [Google Scholar][Crossref]
  9. Alemu T. Geochemistry of Neoproterozoic granitoids from Axum area, Northern Ethiopia. J Afr Earth Sci. 1998;27:437–60. doi: 10.1016/S0899-5362(98)00072-4 [Google Scholar][Crossref]
  10. Tadesse T, Desalegne M, Teklay M. Structural and stratigraphic evolution of the low-grade Pan-African rocks in northern Ethiopia. J Afr Earth Sci. 2000;30(2):313–27. [Google Scholar]
  11. Asrat A, Baker J, Strecker M, Kebede S, Leng M. Sedimentological and isotope geochemical records of late-Holocene paleoenvironmental change in the Ethiopian Rift: The Lake Abiyata-Shala system. Quat Int. 2001;76-77:33–49. [Google Scholar]
  12. Alene M, Sacchi R, Conti P, Beccaluva L, Yihunie T. Geochemistry and geotectonic setting of Neoproterozoic low-grade metavolcanics from the Pan-African basement of northern Ethiopia. Precambrian Res. 2006;147(1-2):75–99. [Google Scholar]
  13. Avigad D, Stern RJ, Beyth M, Miller N, McWilliams M. Detrital zircon U-Pb geochronology of Cryogenian diamictites and Lower Palaeozoic clastics in Ethiopia: Evidence for a pre-Gondwana connection with the Arabian-Nubian Shield. Geol Mag. 2007;144(3):383–400. [Google Scholar]
  14. Alene M, Sacchi R, Conti P, Beccaluva L, Yihunie T. Geochemistry and geotectonic setting of Neoproterozoic low-grade metavolcanics from the Pan-African basement of northern Ethiopia. Precambrian Res. 2006;147(1-2):75–99. [Google Scholar]
  15. Avigad D, Stern RJ, Beyth M, Miller N, McWilliams M. Detrital zircon U-Pb geochronology of Cryogenian diamictites and Lower Palaeozoic clastics in Ethiopia: Evidence for a pre-Gondwana connection with the Arabian-Nubian Shield. Geol Mag. 2007;144(3):383–400. [Google Scholar]
  16. Gebreselassie B. Demand/supply survey of the Ethiopian industrial minerals sub-sector. British Geological Survey. 2007. [Google Scholar]
  17. Harrisom DJ. Industrial minerals laboratory manual. British Geological Survey, Technical Report WG/92/29. 1992;41. [Google Scholar]
  18. Kahraman E, Kılıç AM. Investigation of the relationship between Böhme abrasion resistance and strength properties of some natural stone. Int J Nat Eng Sci. 2017;11(2):31–5. [Google Scholar]
  19. Kahraman E, Ozdemir AC. The prediction of durability to freeze–thaw of limestone aggregates using machine-learning techniques. Constr Build Mater. 2022;324:126678. doi:10.1016/j.conbuildmat.2022.126678 [Google Scholar][Crossref]
  20. Karstaedt H, Mamo W. Summarized report on building raw materials east of Addis Ababa (Bole Area). Ethiopian Institute of Geological Surveys Report (unpublished). 1986. [Google Scholar]
  21. Karstaedt H. Geological investigation of younger volcanic rock as building material in the surrounding of Addis Ababa with an outlook of further geological work. Ethiopian Institute of Geological Surveys Report (unpublished). 1985. [Google Scholar]
  22. Kazmin V, Shiferaw A, Balcha T. The Ethiopian basement stratigraphy and possible manner of evolution. Geol Rundsch. 1978;67:531–48. [Google Scholar]
  23. Kiliç AM, Kahraman E, Kiliç O. The use of ultrasonic measurements in determining the quality of dimension stone blocks. Int J Nat Eng Sci. 2017;11(1):28–33. [Google Scholar]
  24. Ministry of Mines and Energy. Opportunity for investment in Ethiopian’s dimension stone. Mineral Operation Department. 2001;Vol. 1, Issue. [Google Scholar]
  25. Mitchell C. The geology of Ethiopia. Hailessilase I University Press. 1992. [Google Scholar]
  26. Nover G, Heikamp S, Kotny A, Duba A. The effect of pressure on the electrical conductivity of KTB rocks. Surv Geophys. 1995;16:63–81. [Google Scholar]
  27. Tadesse T, Hoshino M, Suzuki K, Iisumi S. Sm-Nd, Rb-Sr, and Th-U-Pb zircon ages of syn-and post-tectonic granitoids from the Axum area of northern Ethiopia. J Afr Earth Sci. 2000;30:313–27. doi:10.1016/S0899-5362(00)00022-1 [Google Scholar][Crossref]
  28. ASTM D 2196. Standard test methods for viscosity. 1987. [Google Scholar]
  29. ASTM D 3308. Standard guide for the evaluation of the aesthetics of solid surfacing materials. 2015. [Google Scholar]
  30. Gaber AM. The technology of stone and its products. J Mater Sci. 1995;30:2351–6. [Google Scholar]
  31. ASTM C 170. Standard test method for compressive strength of dimension stone. 2017. [Google Scholar]
  32. ASTM C 880. Standard test method for flexural strength of dimension stone. 1979. [Google Scholar]
  33. Abd El–Hamid MA, Ibrahem T, Shahin E. Mechanical properties of dimension stone. Arab J Geosci. 2015;8:1217–29. [Google Scholar]
  34. ASTM C 128. Standard test method for specific gravity and absorption of coarse aggregate. 1979. [Google Scholar]
  35. Gaber AM. Physical and mechanical properties of some granite and marble. Eng J. 1995;33:45–50. [Google Scholar]
  36. Fakhry M, Jabr A, Atta A. Performance evaluation of marble for flooring and wall cladding. Constr Build Mater. 2016;122:779–89. [Google Scholar]
  37. Mohs F. A new scale of hardness for minerals. 1822. [Google Scholar]
  38. Walle H, Heldal T. Natural stone in Ethiopia: Report from the ETHIONOR program 1996-2001. Norges Geologiske Undersøkelse. 2001. [Google Scholar]
  39. Tigrai Region Bureau of Water, Mineral and Energy Resources. Mineral resource potential of Tigrai region. 2006. [Google Scholar]
  40. Ministry of Mines. Ethiopian mineral resources: Exploration, development, and exploitation. 2002. [Google Scholar]
  41. Heldal T, Walle H, Zewdie S. Investigation of marble deposits in Northern Ethiopia. Precambrian Geology Review. 1987. [Google Scholar]
  42. Heldal T, Wehr H. Study of metamorphosed terrain and marble deposits in Ethiopia. Geological Survey Reports. 2000. [Google Scholar]
  43. Careddu N, Siotto G, Ziche D. The influence of geological properties and mining technology on marble production cost. Minerals. 2013;3(2):151-167. [Google Scholar]
  44. IEMA. Environmental statement guidelines for dimension stone quarrying. Institute of Environmental Management & Assessment; 2013. [Google Scholar]
  45. Peiter G, Manfredini M, Anghileri D. Environmental impact assessment in dimension stone quarries: A review of results and methodology. Journal of Sustainable Mining. 2014;13(3):108-119. [Google Scholar]
  46. Cosi G. Methods for environmental sustainability in marble quarrying: Environmental impact and mitigation. Journal of Mining Engineering. 2015. [Google Scholar]
  47. Franks DM. Mountain Movers: Mining, Sustainability and the Agents of Change. London: Earthscan; 2014. [Google Scholar]
  48. Kogel JE, Trivedi NC, Barker JM, Krukowski ST. Industrial minerals & rocks: Commodities, markets, and uses. 7th ed. Littleton: Society for Mining, Metallurgy, and Exploration; 2014. [Google Scholar]
  49. Tawiah P, Baah K. Surface mining methods: Mining operations for granite and marble. Journal of Mining Technology. 2011;17(2):67-75. [Google Scholar]
  50. Mitchell RH, Gebreselassie T. Stone Resources of Ethiopia. In: Dimension Stones of the World, Vol. 2. Addis Ababa: Geological Survey of Ethiopia; 2007. p. 101-120. [Google Scholar]
  51. Heldal T, Walle H. Ethiopian Dimension Stones and their Application in Architecture. Addis Ababa: Ministry of Mines; 2000. [Google Scholar]
figdot-1
Fig. 1. Distribution of the Tsaliet and Tambien groups in the Tigray region, northern Ethiopia (modified from Tadesse et al. 2000 [10]; Asrat et al. 2001 [11]; Alene et al. 2006 [12]).
Fig. 1. Distribution of the Tsaliet and Tambien groups in the Tigray region, northern Ethiopia (modified from Tadesse et al. 2000 [10]; Asrat et al. 2001 [11]; Alene et al. 2006 [12]).
figdot-1
figdot-2
Fig. 2. Stratigraphic sections of Tigray basement rocks show the relationship between the Tsaliet and Tambien group rocks (modified from Alene et al. 2006 [12]; Avigad et al. 2007 [13]).
Fig. 2. Stratigraphic sections of Tigray basement rocks show the relationship between the Tsaliet and Tambien group rocks (modified from Alene et al. 2006 [12]; Avigad et al. 2007 [13]).
figdot-2
figdot-3
Fig. 3. Marble cladding modern building façade in Addis Ababa (A), White marble slabs decorating a residential building in Nazreth (B), polished granite used for stage at Semayata dimension stone plc (C-E) and the use of dimension stone (F).
Fig. 3. Marble cladding modern building façade in Addis Ababa (A), White marble slabs decorating a residential building in Nazreth (B), polished granite used for stage at Semayata dimension stone plc (C-E) and the use of dimension stone (F).
figdot-3
Table 1. presents the physical and mechanical testing results of the studied granite and marble.
Table 1. presents the physical and mechanical testing results of the studied granite and marble.
Sample Porosity % Abrasion resistance Mm Matter soluble Wt.saturated W2 Wt. inwater W1 Weight Dry W0 Flexural strength kg/cm2 Dry density Apparent weight Water absorption Compressive Strength kg/cm2
M1 1.98 1.52 0.4 2535 1582 2520 2.627 124 2.7 1.1 82
M2 0.57 1.61 0.38 2530 1583 2523 2.75 126 2.71 1.1 83
M3 1.97 1.51 0.5 2533 1584 2522 2.65 124 2.69 1.1 82
M4 1.75 1.71 0.36 2534 1581 2523 2.65 125 2.70 1.1 81
G1 0.42 0.11 0.2 2569 1616 2565 2.7 155 2.703 0.156 135
G2 0.51 0.2 0.12 2454 1545 2452 2.697 142.5 2.65 0.082 105
G3 0.45 0.17 0.23 2594 1645 2591 2.730 125.0 2.739 0.116 129
G4 1.12 0.31 0.34 2454 1545 2452 2.697 142.5 2.703 0.082 105
Table 2. The granite deposits in the Tigray region with their geography, general characteristics, and estimated reserve are expressed in the below (39).
Table 2. The granite deposits in the Tigray region with their geography, general characteristics, and estimated reserve are expressed in the below (39).
Name Location Characteristics Estimated Reserve (m3)
Negash granite Eastern Tigray, 55km North of Mekelle town. 39o36’3”- 39o36’37” E and 13o53’30”- 13o54’49”N Medium-grained, pink to light brown. Low mica and higher K-feldspar. 5.8 x107
Adi Eleni granite Western Tigray, about 55km from Axum. 14°l5’N latitude and 38°41‘E Light gray to black, medium-grained, massive with wide space joints 3.2 x l02
Adikelete granite Western Tigray, 68km NW of Shire. 15°30’ - 15°35’ N and 38° 15 ‘42” - 38° 13 ‘00” E Dark gray to grayish black, fine to coarse-grained. 5.2 x l05
Borpuah granite Western Tigray, about 16km far from Rama. 14°23’and 38°40’E. Light gray, medium-grained massive with joints. 4.6 x107
Kisadgaba granite Western Tigray, 37km west of Shire. 14°05’-14°12’N & 38°03-38°13’E. Pink to grayish pink, coarse to medium-grained massive with joints. 7.6 x108
Embamadre granite Western Tigray, 38km west of Shire. l3°42’N & 38°35’E. pinkish, coarse-grained, massive, compositionally homogenous. 1.3x103
Adiet granite Central Tigray, 4km NW of Aksum. 13°48’N and 38°27’l5”E. Light pink, medium to coarse-grained massive, and jointed. 9.3 x 107
Sebeya granite Eastern Tigray, 15km east of zalambesa. 14°28’N and 39°31 ‘E. pink in color, medium-grained, and massive l.4 x l07
figdot-4
Fig. 4. Illustration of Pearson correlation plot of all physical and mechanical testing results of granite and marble
Fig. 4. Illustration of Pearson correlation plot of all physical and mechanical testing results of granite and marble
figdot-4
figdot-5
Fig. 5. Illustration of histogram probability plot of all physical and mechanical testing results of granite and marble
Fig. 5. Illustration of histogram probability plot of all physical and mechanical testing results of granite and marble
figdot-5
figdot-6
Fig. 6. Photographs showing the dry density test of granite (A&I) and marble (B), water absorption test for marble (D) and granite (E), and compressive strength test for granite (F&G) and marble (C&H).
Fig. 6. Photographs showing the dry density test of granite (A&I) and marble (B), water absorption test for marble (D) and granite (E), and compressive strength test for granite (F&G) and marble (C&H).
figdot-6
figdot-7
Fig. 7. Photomicrographs, A, C & E) granite thin section under XPL and B, D & F) field photographs of granite exposures (where Qtz:- Quartz; Kfs:- Potassium feldspars; Chl:- Chlorite; Ms:- Muscovite; Bt:- Biotite, Ser:- sericite, Orth:- orthoclase and Pl:- Plagioclase).
Fig. 7. Photomicrographs, A, C & E) granite thin section under XPL and B, D & F) field photographs of granite exposures (where Qtz:- Quartz; Kfs:- Potassium feldspars; Chl:- Chlorite; Ms:- Muscovite; Bt:- Biotite, Ser:- sericite, Orth:- orthoclase and Pl:- Plagioclase).
figdot-7
figdot-8
Fig. 8. Field photographs of marble cutting through diamond wire (A&B), marble blocks separation through dozer (C), granite intruded by quartz vein (D), and satellite image of Yechila granite (E) and block surface of hand-drilled granite on quarry site (F).
Fig. 8. Field photographs of marble cutting through diamond wire (A&B), marble blocks separation through dozer (C), granite intruded by quartz vein (D), and satellite image of Yechila granite (E) and block surface of hand-drilled granite on quarry site (F).
figdot-8
Table 3. The marble deposits in the Tigray region with their geography, general characteristics, and estimated reserve.
Table 3. The marble deposits in the Tigray region with their geography, general characteristics, and estimated reserve.
Name Location Characteristics Estimated Reserve (m3)
Naeder marble Central Tigray, 13°46’ N 13°54’N and 38°45’ and 39°00’E Predominantly black to dark gray, fine-grained & compact. 8.2x108
Dichenama marble western Tigray, Grey, purple, multi-color, rose, and green 9.2x109
Newi Marble Central Tigray, 13°46’ to 13°54’N and 38°30’ to 35°45’E Predominately black-gray, compacted & fine-grained. 1.5 x 107
Adiwoyane Marble Central Tigray, 13°31’N- 13°34’N & 38°56’E-38°59’E Dominantly dark gray to black, fine-grained and compact. 6.9 x 105
Emnizong Marble Northwestern Tigray, 13°52N latitude and 38033E Snow white, fine-grained, and compacted. 2.9 x 103
Akmara Marble Central Tigray, 13°41’13”-13°45’00” N and 38°42’47”-38°45’00”6 E. Smoky white, dark gray to gray, fine to medium-grained and compact. 5.4x107
Tekeze Marble western Tigray, 14°2’ 00” N-14°12’N and 37°35’22”-37°45E Light yellow, some smoky white, and multi-color outcrops, medium-grained crystalline and compact. 1.9 x 105
figdot-9
Fig. 9. A, C & E field photographs of marble exposures and B, D & F marble thin section under XPL (where Cal: - Calcite; Mic:- Microcline, and Pl:- Plagioclase).
Fig. 9. A, C & E field photographs of marble exposures and B, D & F marble thin section under XPL (where Cal: - Calcite; Mic:- Microcline, and Pl:- Plagioclase).
figdot-9
figdot-10
Fig. 10. Shows the marble and granite processing flow sheets.
Fig. 10. Shows the marble and granite processing flow sheets.
figdot-10