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Abstract

The Indian Cave Sandstone (Upper Pennsylvanian, Gzhelian) from the area of Peru, Nebraska, USA, has yielded

numerous isolated chondrichthyan remains and among them teeth and dermal denticles of the Symmoriiformes

Zangerl, 1981. Two tooth-based taxa were identified: a falcatid Denaea saltsmani Ginter and Hansen, 2010,

and a new species of Stethacanthus Newberry, 1889, S. concavus sp. nov. In addition, there occur a few long,

monocuspid tooth-like denticles, similar to those observed in Cobelodus Zangerl, 1973, probably representing

the head cover or the spine-brush complex. A review of the available information on the fossil record of

Symmoriiformes has revealed that the group existed from the Late Devonian (Famennian) till the end of the

Middle Permian (Capitanian).

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Authors and Affiliations

Michał Ginter
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Abstract

The presented article describes the relationship between lithological and facies development of reservoir rocks in the area of the roof elevation of the Weissliegend sandstones, with a particular emphasis on the influence of elevation on the occurrence of low mineralization zones in the deposit area. To illustrate the variability of the deposit parameters, closely related to the facies and lithological conditions of the host rocks, three-dimensional lithological and geochemical models for two research areas were developed using the geostatistical methods and based on field observations and the sampling of the deposit. The research area includes parts of the Northern Elevation of Rudna and the surrounding depressions within the boundaries of the Sieroszowice and Rudna deposits. Based on cross-sections of the 3D models, a different deposit formation in the roof elevation area of sandstone formations has been characterized; the lithological profile is defined as „atypical” due to the absence of a copper-bearing shale series, the most characteristic layer for copper ore deposits in the Fore -Sudetic monocline. Large variations in the shape of the deposit and the irregular boundaries of both balance mineralization and enclaves of gangue have been confirmed. The presence of large-scale enclaves of igneous rock in the entire profile of the Lower Zechstein rocks (areas without the balance copper mineralization) and small areas of gangue (sandstone) enriched with anhydrite binders adjacent to the parts of balance deposit located in argillaceous sandstone has been revealed. The possibility of the occurrence of gangue, in the area of the roof elevation of the Weissliegend sandstones directly adjacent to the border with calcareous dolomite, and irregular gangue partings in sandstone formations in the balance deposit was indicated. In addition, small areas of strong enrichment in Cu sulphides were observed in the contact zones between sulphate and clay binders in the Weissliegend sandstone series.

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Authors and Affiliations

Wojciech Kaczmarek
Mariusz Dudek
Katarzyna Golda
Monika Wasilewska-Błaszczyk
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Abstract

The deformation properties of rocks play a crucial role in handling most geomechanical problems. However, the determination of these properties in laboratory is costly and necessitates special equipment. Therefore, many attempts were made to estimate these properties using different techniques. In this study, various statistical and soft computing methods were employed to predict the tangential Young Modulus (Eti, GPa) and tangential Poisson’s Ratio (vti) of coal measure sandstones located in Zonguldak Hardcoal Basin (ZHB), NW Turkey. Predictive models were established based on various regression and artificial neural network (ANN) analyses, including physicomechanical, mineralogical, and textural properties of rocks. The analysis results showed that the mineralogical features such as the contents of quartz (Q, %) and lithic fragment (LF, %) and the textural features (i.e., average grain size, d50, and sorting coefficient, Sc) have remarkable impacts on deformation properties of the investigated sandstones. By comparison with these features, the mineralogical effects seem to be more effective in predicting the Eti and vti. The performance of the established models was assessed using several statistical indicators. The predicted results from the proposed models were compared to one another. It was concluded that the empirical models based on the ANN were found to be the most convenient tools for evaluating the deformational properties of the investigated sandstones.
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Authors and Affiliations

Ekin Köken
1
ORCID: ORCID

  1. Abdullah Gul University, Nanotechnology Engineering Department, 38170, Kayseri, Turkey
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Abstract

This article presents the history of mining for rock raw materials in the Cieszyn area since the beginning of the 20th century. The study assessed the possibility of continuing these activities in relation to the ongoing enlargement of conservation areas. The conflict between mining these deposits and environmental interests was described. The results of the analysis allowed for the identification of potential sites for further exploitation of Godula Sandstone and Cieszyn Limestone. The study used analog and digital data which were subjected to the procedures specific to the GIS (Geographic Information System) methods. The exploitation of Cieszyn Shale and Limestone played an important role in the first half of the 20th century. They were used for the production of lime and cement. However, the importance of these materials decreased gradually due to declining demand and quality. In later years, after the closure of the cement plant in Goleszów, limestone was used only for aggregate production. Natural aggregates and clay raw materials were initially exploited in small excavations based on local needs, and later in an organized manner with documented deposits. At present, mining of these materials has been discontinued. The centuries-old tradition of Godula Sandstone block production was maintained during the last hundred years. In the last decade, their extraction was conducted in the original quarry, as well as several new quarries. Additional resources have been documented at other locations. Because of the nature of the product, such extraction (in small quarries, without the use of blasting agents) does not significantly affect wildlife. Moreover, the locations of current and former mining operations often become tourist attractions. This is evidenced by the fact that the documentation sites are established on the basis of such excavations. Numerous objects of protection established in recent years have led to a major conflict between the exploitation of rock materials and the environment. This prevents development or even the continuation of exploitation. Therefore, in future planning processes, efforts must be made to characterize mineral deposits as a part of nature, requiring protection.

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Authors and Affiliations

Beata Figarska-Warchoł
Ewelina Matlak
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Abstract

Time-dependent behavior of rock mass is important for long-term stability analysis in rock engineering. Extensive studies have been carried out on the creep properties and rheological models for variable kinds of rocks, however, the effects of initial damage state on the time-dependent behavior of rock has not yet been taken into consideration. In the present study, the authors proposed a creep test scheme with controlled initial damage to investigate the influence of initial damage on the time-dependent behavior of sandstone. In the test scheme, the initial states of damage were first determined via unloading the specimen from various stresses. Then, the creep test was conducted under different stress levels with specific initial damage. The experimental results show that there is a stress threshold for the initial damage to influence the behavior of the rock in the uniaxial compressive creep tests, which is the stress threshold of dilatancy of rock. When the creep stress is less than the stress threshold, the effect of the initial damage seems to be insignificant. However, if the creep stress is higher than the stress threshold, the initial damage has an important influence on the time-dependent deformation, especially the lateral and volumetric deformation. Moreover, the initial damage also has great influence on the creep failure stress and long-term strength, i.e., higher initial damage leading to lower creep failure stress and long-term strength. The experimental results can provide valuable data for the construction of a creep damage model and long-term stability analysis for rock engineering.

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Authors and Affiliations

Rongbin Hou
Kai Zhang
Jing Tao
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Abstract

The potential of heavy minerals as a provenance tracer in Albian arenites of extra-Carpathian Poland was assessed. Studies in this area have focused on various methods based on heavy mineral chemistry that provide an effective tool for reconstructing the provenance of quartz-rich sediments. The previously suggested division of the study area into two domains with different source areas: the western domain – the Miechów area, and the eastern domain – the Lublin area, was based on geochronological (monazite and muscovite dating) and rutile mineral chemical studies. The mineral chemistry of newly examined heavy minerals supports the previously suggested division. The mineral chemistry of detrital tourmaline suggests medium-grade metamorphic rocks as the main source in both domains. Detrital garnet in the western domain shows affiliation to the Góry Sowie Massif, while garnet in the eastern domain was most probably sourced from southern/central Norway. The western domain was most probably fed from rocks of the Bohemian Massif. The main source area for the eastern domain was most probably located in the Baltic Shield. The distinct division of the study area into two domains was caused by the palaeogeography of the region in the Albian and the action of longshore currents in south-eastward and eastward directions.

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Authors and Affiliations

Jakub Kotowski
1
Danuta Olszewska-Nejbert
1
Krzysztof Nejbert
1

  1. University of Warsaw, Faculty of Geology, Żwirki i Wigury 93, 02-089 Warszawa, Poland
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Abstract

Rock masses, especially those with different pre-existing cracks, are prone to instability and failure under tensile loading, resulting in different degrees of engineering disasters. Therefore, to better understand the effect of pre-existing cracks with different dip angles on the tensile instability failure behaviour of rocks, the mechanism of crack initiation, propagation and coalescence in precracked sandstone under radial compression loading is investigated through numerical simulations. The temporal and spatial evolution of acoustic emission (AE) events is investigated by the moment tensor (MT), and the fracture mode of micro-cracks is determined. The results show that the pre-existing cracks weaken the specimens. The strength, crack initiation points and macro-failure modes of the specimens differ significantly depending on the dip angle of the pre-existing crack. For different dip angles of the pre-existing cracks, all the micro-cracks at the crack initiation point are tensile cracks, which are dominant during the whole loading process, and mixed cracks are mainly generated near the upper and lower loading ends after the peak stress. Of the total number of events, more than 75% are tensile cracks; approximately 15% are shear mode cracks; and the remainder consist of mixed mode cracks. The study reveals the instability and failure mechanism of pre-cracked rock, which is of great significance to ensure the long-term stability of rock mass engineering.
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Authors and Affiliations

Guozhu Wang
1
ORCID: ORCID
Xulin Luo
2
ORCID: ORCID
Lei Song
3
ORCID: ORCID
Yu Wang
3
ORCID: ORCID
Mouwang Han
3
ORCID: ORCID
Zhaocun Song
3
ORCID: ORCID
Linjun Wu
3
ORCID: ORCID
Zukun Wang
3
ORCID: ORCID

  1. China University of Mining and Technology (CUMT), State Key Laboratory for Geomechanics and Deep Underground Engineering, Xuzhou 221116, China
  2. Zhengzhou University of Industrial Technology, School of Architectural Engineering, Zhengzhou 451150, China
  3. CUMT, Xuzhou 221116, China

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