1. Introduction
Situated on the western bank of the Nile in Thebes, Al-Qurna is positioned at coordinates 25.67° N 32.70° E, with an elevation of approximately 88 meter / 288 feet above sea level (ASL). It is roughly 900 km (560 miles) south of Cairo (see
Figure 1). Al-Qurna is a historical village, with its residences constructed atop an archaeological site (
Figure 2a). The entire region, encompassing Al-Qurna and the Nile valley, was a site of significant land formation and movement in the remote geological past. Over thousands of years, the Mediterranean Sea repeatedly encroached upon and submerged much of present-day Egypt, reaching as far south as Aswan, due to oscillating ocean levels. This resulted in the deposition of three consecutive sedimentary rock layers, namely the Dakhla chalk, Esna shale, and Theban limestone, familiar to geologists. The latter two layers are primarily visible on the west bank of Thebes, with the limestone layer being about 300 m thick from its peak to where it blends into the underlying shale layer, which is approximately 60m thick. The boundary between these distinct sedimentary layers can be observed at various locations in Al-Qurna and even inside some of the tombs. The area’s rock formations are fractured by numerous geological faults due to the ancient depletion of groundwater and subsequent earth movement over time (
Figure 2b).
The rock structures of Thebes also display hundreds of open cracks, which are not classified as geological faults since they exhibit no evidence of displacement on either side. These rock joints, as they are known to geologists, are particularly prominent in the lower Valley of the Kings and were frequently utilized by ancient stonecutters when choosing tomb locations and carving the tombs. Initially, the builders selected the soft shale layer for the construction of underground tombs, considering the excavation tools available at that time. However, as shale is prone to slaking, the tombs encountered some stability issues in the roof. Consequently, they likely opted for limestone as the roof material while the sidewalls and floor remained within the shale layer. Nevertheless, the limestone layer directly above the shale formation is highly jointed, leading to roof stability problems for large span excavations once again. As excavation techniques and tools improved and understanding of rock properties deepened over time, the tomb builders began to select the soft limestone layer for the construction of underground tombs. In some cases, the tombs appear to have been designed and constructed in alignment with the geometry of the soft limestone layer. The area’s natural topography made it an ideal location for a royal necropolis, while the secluded valleys beyond offered numerous sites for the construction of exquisite rock-cut tombs [
1,
2,
3,
4,
5,
6,
7,
8,
9,
10].
Among all the hazards facing the Kings’ Valley (KV), the most severe (and most preventable) is the flooding caused by heavy rainfall that hits the Valley’s watershed. These sudden downpours can generate flash floods in minutes, sweeping tons of debris down the KV slopes and into unprotected tombs. The floodwaters erode the bedrock in which the tombs are carved, ruin their decorated walls, deposit several meters of silt and stone in their chambers, and induce significant and damaging changes in the humidity levels within the tomb chambers [
11,
12]. The wall paintings found in Al-Qurna, hold immense historical and cultural importance. These ancient artworks provide invaluable insights into Egyptian civilization. Scholars from diverse fields, including Egyptology [
2,
4,
13,
14] architecture, decoration [
15,
16,
17,
18] and historical research [
19], have extensively studied these tombs. Additionally, investigations have explored aspects of damage and their causative factors affecting these antiquities, prompting discussions on restoration strategies and mitigation methods. Despite their significance, the wall paintings in Al-Qurna encounter several conservation challenges, including natural deterioration, climatic influences, and anthropogenic activities such as tourism and vandalism. Ongoing efforts aim to safeguard these invaluable cultural artifacts, ensuring their preservation for future generations.
The process of atmospheric weathering of mined aggregates has the potential to generate clay minerals. The expansion of these clay minerals can exert enough pressure to fracture the building materials [
20]. Microscopic fungi, which thrive in environments exposed to the atmosphere, play a significant role in this process. Enhancing the durability of archaeological structures can only be achieved through a comprehensive understanding of the deterioration mechanisms. As evidenced by other inorganic materials such as stones, mortars, plasters, and pigments, it is crucial to focus on the interactions between materials and microorganisms, as well as the processes of microbial degradation [
21]. Within this context, this study assumes critical importance as it investigates the impact of key factors contributing to damage affecting wall paintings in several tombs within this region. Specifically, the research examines the effects of deleterious clay minerals and microbiological agents on all mural components—from the stone or clay substrates to the various layers of construction and ultimately the surface and pigments of the wall paintings. By comprehending the nature of these threats and their underlying mechanisms, this study seeks to mitigate risks to the stability and long-term preservation of these artworks. The primary objective of the present research is to evaluate the influence of microorganisms and clay minerals on the degradation process of ancient Egyptian murals at Al-Qurna. This evaluation is conducted through the application of chemical and physical analyses. The insights gained from these analyses could be instrumental in accurately interpreting the progression of damage. Consequently, the findings of this study could potentially be generalized and applied to analogous situations experiencing similar issues.
2. Materials and Methods
In situ, an initial visual examination and photographic documentation of deterioration aspects were conducted. Subsequently, few representative samples -due to restrictions given by authorities - were meticulously extracted from diverse locations in Thebes, employing manual techniques involving chisel and hammer. These samples were subsequently scrutinized using a Nikon SMZ18 stereomicroscope equipped with a Nikon DS-Ri2 microscope camera. Regarding to the biological aspect of the study, Czapeck’s medium [
22,
23] was employed for the isolation and cultivation of microorganisms. For each sample, three duplicate plates were prepared. Following an incubation period of one week at 28 ˚C, fungal colonies were purified utilizing Martin medium. The purified fungal isolates were then identified using PDA medium, which served as a slant stock culture for fungi, as per the methodology outlined by Barnett et al., 1972 [
24], Domsch et al., 1980 [
25], Stevens 1981 [
23] and Hemraj et al., 2013 [
26]. Isolates were identified on the basis of: 1- Gram-stain reaction of smears. 2- Shape: The shapes of fungal cells were microscopically examined at a magnification of 1500x. 3- Motility: this was examined by the hanging drop technique using broth cultures old 18 – 20 hrs. 4- Sporulation: the presence, shape and position of spores’-stained smears were noticed using brilliant green pigmentation. Bio-chemical tests were also carried out by a typical procedure based on Bergey’s manual 2008 [
27].A thin section with a certain thickness of ca. 30 μm of some samples was prepared by embedding intact piece with low viscosity epoxy resin under vacuum [
28]. A set of overlapping photomicrographs was captured under Zeiss Axiolab Opton polarizing microscope connected with Canon Powershot G2 camera jointed to the microscope through an eyepiece adapter [
29] for certain samples, then automatically stitched together using Adobe Photoshop CS3 software for image analysis purposes. Approximate constituents’ proportions and Grains’ sizes have been obtained by point counting and grain length options respectively by JMicrovision V.1.2.7 software [
30,
31,
32,
33].
The study employed X-ray diffraction (XRD) analysis, utilizing a Philips (PW1840) diffractometer equipped with Ni-filtered Cu-Kα radiation. The samples underwent scanning across 3-63° 2θ intervals at a rate of 1.2° min-1. The XRD data was used to quantitatively estimate the abundance of mineral phases, based on the intensity of specific reflections and external standard mixtures of minerals, in comparison with the JCPDS standards of 1967 [
34].
Micro-XRF analyses were conducted using a SPECTRO COPRA “Compact Portable Roentgen Analyzer” diffractometer, with a potential acceleration of 35 kV, lamp stream of 0.9 mA, and an analysis time of 300 seconds. For SEM-EDS analyses, samples were coated using the JEOL JEE-4X High vacuum evacuator with carbon coating (carbon rods). The SEM used was the JEOL JSM-840A, equipped with an EDS analytical attachment from OXFORD instruments ISIS, operating at a working distance (WD) of 20 mm, a current of 1mA, and an accelerating voltage of 20 kV.
In the clay mineralogy study, the grain size of the material was determined and a textural classification was performed on each sample, following the method proposed by Folk (1968) [
35]. A 20g fraction of each sample was subjected to a series of chemical treatments (Jackson, 1974) [
36]: a 1N sodium acetate-acetic acid buffer solution with pH=5.0 for carbonate removal; 30% H2O2 for organic matter and Mn-oxides removal; and a 0.3M sodium citrate and 1M sodium bicarbonate buffer solution with pH=7.3, to which 1g increments (up to 3 g) of sodium dithionite were periodically added to remove free Fe-oxides and Fe-Al-hydroxides.
Particulate fractions smaller than 2 microns were fractionated into three distinct size ranges (2–1 μm, 1–0.25 μm, and <0.25 μm) using an International Equipment Company (IEC) centrifuge. After separation, the sample fractions were air-dried at room temperature. Both random and oriented mounts were then carefully prepared for XRD analysis. Notably, all oriented mounts were reanalyzed after treatment with an ethylene-glycol solution, a process aimed at identifying the expandable mineral phases. Additionally, a subset of these mounts was subjected to a heat treatment at 550°C for two hours to facilitate the detection of chlorite.
These analytical steps contribute to a comprehensive understanding of the mineralogical composition within the studied samples [
37]. Semi-quantitative assessments of mineral abundance were derived from the peak areas observed in the oriented mounts, following the methodology outlined by Biscaye (1965) [
38].
4. Discussion
The results from diverse examinations as a tool for monitoring in macro and micro scale of the current state of the studied area, particularly the initial visual assessment, on-site inspection of the wall paintings in Al-Qurna reveal that the causes of damage -in addition to human factors- can be categorized into two distinct categories: a) Direct Impact on inner surface and b) internal factors of the whole structure and surrounding soil. The former exclusively affects the inner surface and go deeper. This surface contains the pigmented layer within the various tombs. As a consequence, it -in turn- is divided into two parts, discoloration manifests as a physical consequence of staining caused by some isolated and identified fungal growth. Additionally, potential damage may arise from chemical reactions between metabolites and the constituents of the wall paintings, including pigments, media and substrate [
39]. The latter incorporates the influence of internal factors arising from the composition of building materials and geological substrates. Notably, materials such as Esna Shale, limestone, and clay mortar contain harmful minerals that exert both mechanical and chemical effects on the wall paintings.
As for the microbiological identified species that represent the first category with both physical and chemical harmful effects can be extrapolated from species such as fungi
Ascosphaera apis and
Aspergillus tamarii; a species of fungus that belongs to the
Ascomycota phylum. They are constituting 25% and 20 % respectively of the total fungal isolates. The former which has been identified on blue, green, and black pigments inside Rekhmire tomb as well as sandstone columns at Madinet Habu temple might cause biodegradative actions, including calcite dissolution, probability of binder hydrolysis, pigment secretion, and generation of alkalis and acids [
40]. Consequently, the “acids” has an adverse effect where detrimental consequences of acid interactions encompass the disintegration of cations and the sequestration of metallic ions from both mortar and mineral pigments, which in turn instigates the creation of enduring metal complexes. The latter in case of crystallization within the painted stratum and mortar induces an escalation in internal pressure, which in turn increase subsequently provoking cracking and peeling, resulting in the eventual disintegration of mural segments [
41,
42]. This process of fungal invasion typically initiates at the surface level, subsequently penetrating deeper. This progression can lead to a reduction in the cohesion of the painted layer, instigating exfoliations and ultimately resulting in the loss of paint and detachment [
43,
44,
45]. As for
Aspergillus occhraceus representing 15% of the total isolated species, has indirect effect on the wall paintings, contributing to overall biodeterioration [
46], which requires regular monitoring, preventive measures and special conservation actions to reduce its potential impact [
47]. Additionally, it may lead to discoloration via staining and detachment [
48].
Doratomyces spp, and
Eurotium chevalieri [
49] are also a genus of fungi that belongs to the
Ascomycota phylum, but still need further research to determine exactly the mechanism of its impact on wall paintings especially on those bearing blue, black, white and green pigments. Finally, identified
Eurotium repens -that has the ability to grow in environments with low a
w values and classified as extremophile organisms that can thrive under low-moisture conditions [
50], can affect the organic binders causes reduction or even loss of paint layers [
51], as well as penetrating cracks and migrating underneath paint layers resulting in detachment. The effect of
E. repens in the overall ecosystem and potential impact should be well monitored and taken carefully into consideration especially in the tombs with high visitors’ rates [
52].
On the other hand, the identification of mineral oxides in the Esna shale by μ-XRF reveals a substantial concentration of iron oxides in the sample, which suggests the provenance of the sediments in the region. This presence is further corroborated by a petrographic analysis of the porous structure of limestone and clay mortar. This can be ascribed to the red clays and silt transported to Egypt by the Nile from the igneous mountains of Ethiopia; these alluvial deposits have influenced the chemical and physical geological structure along the Nile valley. This process has been halted since the construction of the high dam, which elevated the groundwater table of the country. SiO2 is a consequence of the Aeolian weathering of the aforementioned rocks, while MnO is likely responsible for the dark color of the Esna Shale, in conjunction with FeS, which was detected via SEM-EDS analysis [
Figure 8]. CaO originates from the initial metamorphic limestone. For clay mortars, the appearance of iron oxides is due to a mixture rich in ferrous substances [
53,
54].
In Al-Qurna, the limestone stratum, under which the tombs were carved, is a hard white durable limestone that is badly jointed; this jointed nature impacts the upper applied wall paintings, resulting in the roof-cracking phenomenon [Figures 5b and 3L]. The XRD analyses of the hard limestone in the area confirmed that it is pure calcite 100%. Meanwhile, another limestone sample was taken from the rock formations in the area (the soft limestone stratum), this sample exhibits the so-called honeycomb weathering phenomenon, which occurs due to acid rain dissolving the salts and leaving holes on the limestone surface resembling a honeycomb. XRD analyses revealed that the sample is limestone transformed into gypsum by acid rain and then into anhydrite due to the effect of high temperature [
55]; this transformation typically occurs on the stone surface, but the internal composition of the stone remains calcite and dolomite. The soft one consists of dolomite 44%, anhydrite 29%, and calcite 27% as shown in
Table 4. This intricate interplay of mineral transformations offers valuable insights into the geological processes shaping the rock formations in the studied area. Using the μ-XRF analysis, the same results have been confirmed [
Figure 5j]; no sulfur could be detected in the chart; sulfur, which was detected by the SEM, can also be a result of the air pollution in the area or a result of the biological growth on the stone surface. The precipitation of cement material veins between the limestone strata and inside the limestone fractures is one of the symptoms of the weathering process in the area [
Figure 5d]; this cement material is usually weaker and more desiccated than the original stone, it may also contain a high quantity of soluble salts which may dissolve and migrate, leaving their places. The migration of the salts in with the vertical loads of the bed rocks may result in tectonic movements destroying the inside hewn tombs. The cement material was analyzed by means of SEM-EDS, which confirmed that it is of calcite mixed with traces of quartz, veins of silicon dioxide (SiO
2) and calcium chloride (CaCl
2) were also detected during the analysis process [
Figure 8]; the latter is particularly dangerous especially when it dissolves and migrates, leaving pores in the stone structure, destroying the chemical bonds between calcite crystals, leading to the stone bleeding phenomenon, and the discoloring of the used pigment materials due to its efflorescence [
56,
57]. The high amount of sulfur may suggest the presence of pyrite in the sample; as shown in
Table 3, it is assured that the main component of the sample is calcite while other compounds are just traces.
Regarding clay mortars, chloride salts sauch as NaCl and CaCl
2 and CaSo
4 were detected in a relatively high amount, which was also found in the limestone and cement material between limestone strata as well. That could indicate migration of various deliquesent types of salts from the starting point at Esna shale throught limestone of the tombs towards the supporting layers of wall paintings increasing propability of cracking and affecting pigments [
58]. This problem is less effective in clay-based plaster layers containing fibrous binding materials, which enhance its mechanical properties [
59]. In addition, to those salts, the presence of swelling clay minrals in whole structure inclduing Esna shale (both dark and light ones), limestone and even clay mortars where the wall painings have been applied, play a serious threatening role in damage process. Those clay minerals include smectite – which has remarkable ability to expand and contract significantly with changes in moisture [
60]. This property can lead to cracking and flaking of the wall paintings via applying a considerable pressure on the structure of Esna shale, limestone and clay mortars bearing wall paintings affecting the stability of the Theban tombs. Illite-smectite mixed layers may show intermediate swelling behavior and Vermiculite has also a medium shrink–swell capacity, but it can still cause some degree of cracking and flaking of the wall paintings while halloysite has a low shrink-swell capacity [
61,
62]. However, the fine particle size and high plasticity of halloysite can affect the texture and appearance of the wall paintings. Illite clays are somewhere between [
63]. In light of the aforementioned information, it is evident that deleterious clay minerals, characterized by their swelling properties, exist in varying proportions within each constituent of the construction materials and the adjacent geological formations. The availability of requisite moisture can potentially amplify the risk, posing a significant threat to the structural integrity of the tombs and the preservation of the invaluable artifacts they house. This underscores the critical need for comprehensive mineralogical assessments in such contexts as a tool of monitoring on the mineralogical scale beside other efforts of geological studies classifiyng lithologic units of Esna shale [
64,
65] and long-term monitoring of geological factors controlling the evolution of Theban tombs stability [
66,
67] preferably the none destructive techniques [
68] as much as possible. In conclusion, the integrity of the wall paintings in Al-Qurna is intricately connected to its geological context, which includes the coexistence of the robust Thebes Limestone Formation and the relatively delicate Esna Shale Formation that underlies it. Mass movement phenomena, such as landslides or other forms of displacement, could potentially compromise stability due to the presence of the weaker shale as well as presnce of harmful clay minerals. Furthermore, an overabundance of iron content can induce color instability and adversely affect the durability of the plaster [
69], thereby posing additional challenges to preservation efforts. For that, this work assurs that ongoing monitoring and maintainance are serious and highly required steps as indispensable strategies for preservation of those valuable wall paintings.
Figure 2.
(a): The village of Al-Qurna which is built upon the archaeological site carrying the same name (after Moussa 2007). (b): The fractures and faults affecting the rock-cut tombs at Al-Qurna (after Theban mapping project 2006).
Figure 2.
(a): The village of Al-Qurna which is built upon the archaeological site carrying the same name (after Moussa 2007). (b): The fractures and faults affecting the rock-cut tombs at Al-Qurna (after Theban mapping project 2006).
Figure 3.
Initial Visual inspection in situ shows various deterioration aspects on wall painting from different tombs at Al-Qurna including peeling in A & B fading in D & E, cracking in K & L, powdering in I, cracking in G & L, discoloration in J and structural instability in C & H and K.
Figure 3.
Initial Visual inspection in situ shows various deterioration aspects on wall painting from different tombs at Al-Qurna including peeling in A & B fading in D & E, cracking in K & L, powdering in I, cracking in G & L, discoloration in J and structural instability in C & H and K.
Figure 4.
a and b show Ascosphaera apis; c and d show Aspergillus ochraceus; e and f show Aspergillus tamarii; g and h show Doratomyces spp; I and j show Eurotium chevalieri; k and l show Eurotium repens.
Figure 4.
a and b show Ascosphaera apis; c and d show Aspergillus ochraceus; e and f show Aspergillus tamarii; g and h show Doratomyces spp; I and j show Eurotium chevalieri; k and l show Eurotium repens.
Figure 5.
a) Esna shale; b) hard limestone; c) soft limestone; d) cement material; e, f, g and h) XRD patterns of Esna shale, hard limestone, soft limestone, and cement material respectively; i, j and k) μ-XRF patterns of Esna shale, limestone, and cement material respectively.
Figure 5.
a) Esna shale; b) hard limestone; c) soft limestone; d) cement material; e, f, g and h) XRD patterns of Esna shale, hard limestone, soft limestone, and cement material respectively; i, j and k) μ-XRF patterns of Esna shale, limestone, and cement material respectively.
Figure 6.
a & c) Macro-stereoscopic photograph 10 x magnification illustrates surface structure of clay mortar of tomb of Daji, Al-Qurna showing shaped straw and clay mortar respectively with μ-XRF patterns; b) XRD pattern of clay mortar, d & f) Stereoscopic photographs of two hiba mortars from tombs Amen Em Ha and Kha’ Em Het respectively accompanied with μ-XRF patterns, e) XRD pattern of hiba mortar.
Figure 6.
a & c) Macro-stereoscopic photograph 10 x magnification illustrates surface structure of clay mortar of tomb of Daji, Al-Qurna showing shaped straw and clay mortar respectively with μ-XRF patterns; b) XRD pattern of clay mortar, d & f) Stereoscopic photographs of two hiba mortars from tombs Amen Em Ha and Kha’ Em Het respectively accompanied with μ-XRF patterns, e) XRD pattern of hiba mortar.
Figure 7.
a) Bulk limestone from TT111, b) Stitched panoramic microphotograph in cross polarized light, c,d) Microphotographs of TT-111 limestone under both plane-polarized and cross-polarized light respectively, e, f) stereomicro/ magnified macroscopic photographs of pigmented clay mortar from TT-111, g) Stitched panoramic microphotograph in cross polarized light, h, i) Microphotographs of TT-111 clay mortar under both plane polarized and cross-polarized light respectively.
Figure 7.
a) Bulk limestone from TT111, b) Stitched panoramic microphotograph in cross polarized light, c,d) Microphotographs of TT-111 limestone under both plane-polarized and cross-polarized light respectively, e, f) stereomicro/ magnified macroscopic photographs of pigmented clay mortar from TT-111, g) Stitched panoramic microphotograph in cross polarized light, h, i) Microphotographs of TT-111 clay mortar under both plane polarized and cross-polarized light respectively.
Figure 8.
1) SEM microphotograph illustrating the deposition of halite, pyrite, and quartz crystals within the Esna Shale with EDS spectra indicating the presence of Na.Cl, SiO2, FeS and CaO. , 2) A pair of SEM microphotographs depicting the formation of clay nodules amidst the calcite crystals in the limestone specimen, with SEM-EDS spectra demonstrating the metamorphic transition from soft limestone to marl, 3 & 4) SEM microphotograph reveals the chemical composition of the cement material highlighting the presence of halite crystals within the cement matrix.
Figure 8.
1) SEM microphotograph illustrating the deposition of halite, pyrite, and quartz crystals within the Esna Shale with EDS spectra indicating the presence of Na.Cl, SiO2, FeS and CaO. , 2) A pair of SEM microphotographs depicting the formation of clay nodules amidst the calcite crystals in the limestone specimen, with SEM-EDS spectra demonstrating the metamorphic transition from soft limestone to marl, 3 & 4) SEM microphotograph reveals the chemical composition of the cement material highlighting the presence of halite crystals within the cement matrix.
Figure 9.
XRD patterens employing three distinct sample preparations oriented, glycolated, and thermally treated of a) An exemplar of Esna shale, characterized by its dark grey hue, sourced from the Al-Qurna Esna Shale formation, b) light grey Esna shale sample, c) soft limestone sample, d) cement material sample from Al-Qurna, e) honey comb weathering sample, f) hiba mortar sample, g) clay mortar from Daji tomb, h) clay mortar from Amen Em Hab tomb.
Figure 9.
XRD patterens employing three distinct sample preparations oriented, glycolated, and thermally treated of a) An exemplar of Esna shale, characterized by its dark grey hue, sourced from the Al-Qurna Esna Shale formation, b) light grey Esna shale sample, c) soft limestone sample, d) cement material sample from Al-Qurna, e) honey comb weathering sample, f) hiba mortar sample, g) clay mortar from Daji tomb, h) clay mortar from Amen Em Hab tomb.
Table 1.
summerize the qualitative and quantitative outcomes of the microbiological investigation.
Table 1.
summerize the qualitative and quantitative outcomes of the microbiological investigation.
Isolated Fungal Species |
No. of Isolates |
Percentage % |
Ascosphaera apis |
5 |
25 |
Aspergillus tamarii |
4 |
20 |
Aspergillus occhraceus |
3 |
15 |
Doratomyces spp |
1 |
5 |
Eurotium chevalieri |
1 |
5 |
Aspergillus tamarii + Aspergillus occhraceus |
4 |
20 |
Eurotium repens |
2 |
10 |
Total isolates |
20 |
100 % |
Table 2.
μ-XRF results of Mineral oxides found in the Esna shale.
Table 2.
μ-XRF results of Mineral oxides found in the Esna shale.
Component |
% m/m |
± std. |
SiO2
|
17.4 |
0.7 |
K2O |
0.77 |
0.02 |
CaO |
9.6 |
0.8 |
TiO2
|
0.15 |
0.02 |
MnO |
430 ppm |
20 ppm |
Fe2O3
|
1.83 |
0.06 |
Table 3.
The chemical composition of the siliceous limestone and cement substance situated between the strata of limestone in Al-Qurna.
Table 3.
The chemical composition of the siliceous limestone and cement substance situated between the strata of limestone in Al-Qurna.
Table 4.
Quantitative mineralogical constituents (by weight percentage) of studied specimens from Al-Qurna.
Table 4.
Quantitative mineralogical constituents (by weight percentage) of studied specimens from Al-Qurna.
Samples |
An |
C |
Q |
Pl |
Ha |
M |
Do |
Cl |
Esna shale |
- |
24 |
10 |
- |
6 |
- |
22 |
|
Hard limestone |
- |
100 |
- |
- |
- |
- |
- |
- |
Soft limestone |
29 |
27 |
- |
- |
- |
- |
44 |
- |
Cement material |
- |
96 |
2 |
- |
2 |
- |
- |
- |
Clay mortar |
- |
24 |
50 |
10 |
- |
- |
- |
16 |