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Wyświetlanie 1-8 z 8
Tytuł:
Ludwigite-group minerals and szaibelyite: rare borate minerals from Vysoká – Zlatno skarn, Štiavnica stratovolcano, Slovakia
Autorzy:
Bilohuscin, V.
Uher, P.
Powiązania:
https://bibliotekanauki.pl/articles/184418.pdf
Data publikacji:
2016
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
sedimentary rock
evaporitic rock
temperature
Opis:
Beside of sedimentary evaporitic rocks, borate minerals occur also in some high temperature contact-metamorphic rocks, especially in skarns, locally in association with Fe and Sn ore minerals (e.g., Anovitz & Grew 1996). The borate minerals are generally associated with the post-magmatic processes which occur in the contact aureoles of intrusive, acid to intermediary, calc-alkaline rocks (Pertsev 1991). Borate minerals of the ludwigite group and szaibelyite were identified from the Mg-skarn in the R-20 drilling core in depth of 1172 m during geological exploration for Cu- Au porphyry-skarn ores in the Vysoká – Zlatno area near Banská Štiavnica, in the Štiavnica Neogene stratovolcano, central Slovakia (Koděra et a l. 2010). Ludwigite-group minerals (LGM) form massive black aggregates (>5 cm large) of numerous acicular, euhedral to subhedral prismatic crystals (usually 0.2–3 mm long). Ludwigite associates with clinohumite, szaibelyite, clinochlore, serpentine-group mineral, magnesite, dolomite, hematite, rarely valeriite, chalcopyrite, and sphalerite. Under transmitted light, LGM crystals are mostly opaque; locally they are translucent with strong pleochroism in sections parallel to Z-axis (deep green – dark reddish brown). In BSE, LGM crystals show regular concentric, rarely oscillatory or irregular zoning caused by distinct element variations during their growth or partial alteration: the dark zones show enrichment in Mg, Al and Ti, in contrast to the pale zones which reveal larger amounts of Fe. The electron-microprobe analyses reveal growth evolution of LGM crystals from Al- rich azoproite with ≤ 79 mol.% of Mg 2 (Mg 0.5 Ti 0.5 ) (BO 3 )O 2 end-member] to Al ± Ti-rich ludwigite and Al-dominant LGM phase [“aluminoludwigite” with ≤ 53 mol.% of Mg 2 Al(BO 3 )O 2 end-member] in central zones, whereas rim zones of the crystals and secondary veinlets attain nearly pure ludwigite composition [87–99 mol.% of Mg 2 Fe 3+ (BO 3 )O 2 end-member]. Consequently, LGM from the Vysoká – Zlatno skarn show the largest composition al variations ever known from one occurrence and they reach the highest contents of Ti ( ≤ 17.4 wt.% TiO 2 , 0.39 apfu ) and Al ( ≤ 14.4 wt.% Al 2 O 3 , 0.53 apfu ) ever reported in LGM (Schaller & Vlisidis 1961, Marincea 2000, Pertsev et al. 2004, Aleksandrov & Troneva 2008, 2011). The compositional variations indicate the following substitution mechanisms in the studied LGM: Mg 2+ = Fe 2+ for the all compositions, Fe 3+ = Al 3+ for samples without higher amount of Ti, and 2Al = Mg 2+ + Ti 4+ or 2Fe 3+ = Mg 2+ + Ti 4+ for analyses including high Ti content. Szaibelyite MgBO 2 (OH) occurs as aggregates of fibrous crystals, up to 0.5 mm in size, replacing LGM. Zoning in szaibelyite was not observed. The amounts of Mg are uniform (0.98 to 0.99 apfu ), content of Fe 2+ oscillates from 0.2 to 1.2 wt.% FeO (0.002–0.014 apfu ) and indicates the Mg 2+ = Fe 2+ substitution. Szaibelyite also contains small ad mixtures of Mn (0.1–0.4 wt.% MnO), Al and Cr ( ≤ 0.3 wt.% Al 2 O 3 or Cr 2 O 3 ). The skarn mineralization originated as a result of contact thermal metamorphism of Miocene calc-alkaline granodiorite intrusion on host Middle to Upper Triassic limestones, dolomites, shales and evaporitic anhydrite beds (the Veľký Bok Group, Veporicum Unit). The evaporites were most likely the primary source of boron, where as Ti was probably derived from the granodiorite. Clinohumite and LGM (azoproite to Al ± Ti-rich ludwigite and “aluminoludwigite”) precipitated during the high-temperature contact metamorphic event at ~ 700°C and ≤ 100 MPa, whereas the youngest Al,Ti-poor ludwigite veinlets, szaibelyite, serpentine-group mineral, clinochlore, magnesite, dolomite, hematite and probably also sulfide minerals were formed during younger, lower-temperature hydrothermal-metasomatic event.
Źródło:
Geology, Geophysics and Environment; 2016, 42, 1; 59-60
2299-8004
2353-0790
Pojawia się w:
Geology, Geophysics and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Selected effects of VTI anisotropy on downhole microseismic data
Autorzy:
Święch, E.
Pasternacki, A.
Maćkowski, T.
Powiązania:
https://bibliotekanauki.pl/articles/184563.pdf
Data publikacji:
2016
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
shale gas
sedimentary rock
petroleum
Opis:
Shale gas is one of the well-known unconventional resources of natural gas all over the world. This term refers to natural gas that is trapped within shale formations. Shales are fine – grained sedimentary rocks which can be reach resources of both petroleum and natural gas. This sedimentary rocks are heavily layered and in their nature exhibit VTI velocity anisotropy behavior (Van Dok et al. 2011). This statement indicates that the world among us is not isotropic and we should not neglect this fact in our geophysical research. Anisotropy, in general is the property of the material. It can be described as the attribute of a material’s property with respect to the direction in which it is measured (Pereira & Jones 2010). There are two essential types of anisotropy: VTI and HTI. Vertical velocity layering gives rise to VTI (vertical transverse isotropy) velocity in which seismic wave velocity is faster in the horizontal direction than in the vertical one. The second type of isotropy is horizontal transverse isotropy (HTI) which causes azimuthal traveltime variations. The common mechanism for this type of anisotropy is vertical aligned fractures in an isotropic background medium (Jenner 2011.) Authors of this study focused mostly on VTI as this type of anisotropy is present in shale formations, as a result of small scaled heterogeneities from fine layering (Thomsen 1986). The VTI anisotropy can be mathematically described by using three Thomsen parameters: epsilon, delta and gamma. Epsilon is a measure of the difference between the horizontal and vertical propagation velocities for compressional waves. Gamma parameter is a measure of the difference in the horizontal and vertical propagation velocities for horizontally polarized shear waves (SH waves). Delta parameter is not easily described either mathematically or qualitatively (Pereira & Jones 2010), but it influences the anisotropy velocities in medium incidence angles. These parameters can be mathematically expressed by equations proposed by Leon Thomsen (Thomsen 1986). In this study, authors present influence of VTI anisotropy on microseismic data recorded during hydraulic fracturing of shale intervals in one of the well located in Northern Poland. Authors points out how the anisotropy affects on microseismic events location, locating them in isotropic and anisotropic velocity models with usage of TGS algorithm. Furthermore, authors indicate possible solution to estimate VTI parameters based on microseismic data. VTI anisotropy parameters plays critical role not only in case of microseismic data analysis but also in processing of active seismic data. Authors proved that VTI anisotropy present in the investigated area has strong influence on microseismic events location especially in depth. Moreover estimation of VTI anisotropy parameters based on microseismic data with usage of Thomsen equations is possible.
Źródło:
Geology, Geophysics and Environment; 2016, 42, 1; 131-132
2299-8004
2353-0790
Pojawia się w:
Geology, Geophysics and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Palaeoecology of free-lying domal bryozoan colonies from the Upper Eocene of Southeastern USA
Autorzy:
McKinney, F K
Taylor, P.D.
Powiązania:
https://bibliotekanauki.pl/articles/22653.pdf
Data publikacji:
2003
Wydawca:
Polska Akademia Nauk. Instytut Paleobiologii PAN
Tematy:
bryozoan colony
marine rock
Paleozoic
Eocene
USA
sedimentary rock
Upper Eocene
morphology
paleoecology
Bryozoa
Castle Hayne Formation
paleontology
Opis:
Dome−shaped cheilostome bryozoan colonies, most commonly about 2 cm in diameter, are common in Upper Eocene offshore deposits of southeastern North Carolina, USA.This colony−form is anachronistic in the Eocene, being more typical of Palaeozoic bryozoans.There are three types of domes: individual colonies of Parasmittina collum (Canu and Bassler), individual colonies of Osthimosia glomerata (Gabb and Horn) and multispecies intergrowths.The bryozoans grew laterally beyond initial shell substrata to become free−lying. P. collum colonies grew by local eruptive budding, forming subcolonies that extended radially over the underlying layer of zooids.Undersides of subcolonies that extended beyond the original substratum have basal exterior walls that are more commonly fouled by encrusters than is the upper side of the colony.By contrast, lateral growth of O. glomerata colonies was limited by size of the original substratum, subcolonies were not developed, and colony growth occurred by prolific frontal budding over the entire upper surface of the colony. Undersides of colonies beyond the substratum consist of the lateral interior walls of marginal zooids and are much less commonly fouled than are undersurfaces of P. collum.The upper surfaces of multispecies domes by definition are always fouled, and their undersurfaces are also commonly fouled.
Źródło:
Acta Palaeontologica Polonica; 2003, 48, 3
0567-7920
Pojawia się w:
Acta Palaeontologica Polonica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Akustycznie stymulowane promieniowanie elektromagnetyczne obserwowane w ośrodkach porowatych nasyconych wodą lub ropą
Acoustically stimulated electromagnetic radiation of water or hydrocarbon saturated porous media
Autorzy:
Sobotka, J.
Powiązania:
https://bibliotekanauki.pl/articles/184064.pdf
Data publikacji:
2006
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
pole ultradźwiękowe
promieniowanie elektromagnetyczne
ciecz porowa
skała osadowa
geofizyka poszukiwawcza
ultrasonic field
electromagnetic radiation
pore liquid
sedimentary rock
geophysical prospecting
Opis:
Przedstawiono wyniki badań zjawiska generacji wtórnego pola elektromagnetycznego w nasyconych skałach zbiornikowych znajdujących się pod wpływem drgań sprężystych. Ośrodek geologiczny, np. porowate, nasycone skały osadowe, składa się z szeregu energetycznie aktywnych elementów. Oznacza to możliwość wyprowadzenia ich ze stanu równowagi energetycznej przez doprowadzenie dodatkowej energii zewnętrznej (np. akustycznej), co w konsekwencji powoduje reakcję systemu w postaci, między innymi, wtórnego promieniowania elektromagnetycznego. Charakter promieniowania (amplituda, widmo częstotliwościowe, charakterystyki czasu) w dużej mierze uzależnione są od własności fizykochemicznych fazy stałej oraz nasycającego medium. W skałach nasyconych ropą generowane impulsy charakteryzują się podwyższonymi częstotliwościami i małymi amplitudami w porównaniu ze skałami nasyconymi wodą. Na podstawie badań teoretyczno-eksperymentalnych został udowodniony rezonansowy charakter tego zjawiska. Otrzymane wyniki wskazują na możliwość opracowania nowej diagnostycznej metody geofizyki poszukiwawczej.
Physical properties of saturated porous media are unstable, which can be related to changes in their internal energy due to e.g. changes of acoustic pressure. Such processes usually are accompanied by electromagnetic radiation, parameters of which must be in strong relation to physical properties of rocks and the type of pore liquid. Results of experimental studies of electromagnetic radiation parameters of saturated sedimentary rock samples and borehole models in a powerful ultrasonic field are presented. It is shown that the amplitude of electromagnetic radiation induced in rock samples, saturated with electrolyte (NaCl solution) and subjected to a field of ultrasonic energy, increases dramatically compared to the amplitude of electromagnetic radiation induced in the same samples saturated with petroleum. The described results suggest that the field of ultrasonic energy alters the electromagnetic radiation of rock in various ways, depending on the type of pore liquid and on the relation between the liquid and the solid phases. A theoretical model explaining the obtained experimental results is proposed. Such behaviour of a multiphase system under the influence of an ultrasonic field enhances the informative possibilities of the methods of borehole logging and suggests possibilities of inventing new methods in geophysical prospecting.
Źródło:
Geologia / Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie; 2006, 32, 4; 479-497
0138-0974
Pojawia się w:
Geologia / Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A comparative analysis of concrete strength using igneous, sedimentary and metamorphic rocks (crushed granite, limestone and marble stone) as coarse aggregate
Analiza porównawcza wytrzymałości betonu z kruszywem grubym w postaci skał magmowych, osadowych i metamorficznych (łamany granit, wapień i marmur)
Autorzy:
Tsado, T. Y.
Powiązania:
https://bibliotekanauki.pl/articles/2068364.pdf
Data publikacji:
2013
Wydawca:
Politechnika Częstochowska
Tematy:
beton
kruszywo grube
skała magmowa
granit
skała osadowa
wapień
skała metamorficzna
marmur
wytrzymałość betonu
wytrzymałość na ściskanie
właściwości fizyczne
analiza porównawcza
concrete
coarse aggregate
igneous rock
granite
sedimentary rock
limestone
metamorphic rock
marble
concrete strength
compressive strength
physical properties
comparative analysis
Opis:
This paper presents a comparative analysis of the effect of the physical properties of coarse aggregate (igneous rock - crushed granite stone; sedimentary rock - limestone and metamorphic rock - marble stone) on the compressive strength of Portland cement concrete and compare their characteristic strength. Tests such as sieve analysis, specific gravity, bulk density, void ratio, porosity, water absorption and aggregate impact value were carried out on aggregates to ascertain their physical properties as they affect the strength of concrete. The concrete strength comparison was confined to characteristic concrete strength of grade 20 and 30 N/mm² only. Two different mix proportions of 1:2:4 and 1:3:6, and water cement ratio of 0.5 and 0.6 for both mixes were used to cast concrete cubes which were hydrated for 7, 14, and 28-day periods respectively. The compressive strength tests conducted on the cast cubes was found to be within the stipulated value of concrete strength of 26.0 N/mm² for 28-day hydration period by British Standard specification. The 28-day concrete cubes cast with these aggregates shows that, at the low strength of 20 N/mm², igneous rock - crushed granite stone c concrete had the highest strength of 26.45 N/mm² followed by Sedimentary-limestone with 26.11 N/mm² and metamorphic rock - marble stone 26.03 N/mm² in that order, and also at the high strength of 30 N/mm², crushed granite concrete gave the highest strength to be 30.11 N/mm² followed by granite 29.78 N/mm² and limestone 29.53 N/mm² in that order.
W artykule przedstawiono analizę porównawczą wpływu właściwości fizycznych kruszywa grubego (skały magmowej - łamany granit, skały osadowej - wapienie i skały metamorficznej - marmur) na ściskanie betonu poprzez porównanie charakterystycznej wytrzymałości. Kruszywo grube poddano badaniom: uziarnienia, gęstości nasypowej, gęstości, porowatości, wskaźnika porowatości, absorpcji wody i współczynnika wpływu kruszywa w celu ustalenia właściwości fizycznych, jakie mają wpływ na wytrzymałość betonu. Porównanie wytrzymałości betonu ograniczono do charakterystycznej wytrzymałości na ściskanie betonu o wartości 20 i 30 N/mm². Do wykonania sześciennych kostek betonowych zastosowano dwie różne proporcje mieszanki 1:2:4 i 1:3:6 i dwie wartości stosunku cementowo-wodnego 0,5 i 0,6, które dojrzewały odpowiednio przez 7, 14 i 28 dni. Testy wytrzymałości na ściskanie przeprowadzone na kostkach sześciennych wykazały, że przewidywana wytrzymałość betonu dla próbek 28-dniowych wynosi 26,0 N/mm², opierając się na normie brytyjskiej. Badania 28-dniowych betonowych kostek, w których zastosowano analizowane kruszywa grube wykazały, że dla wytrzymałości 20 N/mm²: beton z granitem miał największą wytrzymałość - 26,45 N/mm², beton z wapieniem 26,11 N/mm² i z marmurem - 26,03 N/mm². Dla wytrzymałości 30 N/mm² również beton z granitem miał największą wytrzymałość: 30,11 N/mm², następnie z granitem 29.78 N/mm² i wapieniem 29,53 N/mm².
Źródło:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo; 2013, 19 (169); 179--191
0860-7214
Pojawia się w:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Synneusis: does its preservation imply magma mixing?
Autorzy:
Gogoi, Bibhuti
Saikia, Ashima
Powiązania:
https://bibliotekanauki.pl/articles/127584.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Mineralogiczne
Tematy:
hybrid rock
glomerocrysts
porphyritic
plagioclase
Bathani volcano-sedimentary sequence
Opis:
The Ghansura Felsic Dome (GFD) occurring in the Bathani volcano-sedimentary sequence was intruded by mafic magma during its evolution leading to magma mixing. In addition to the mafic and felsic rocks, a porphyritic intermediate rock occurs in the GFD. The study of this rock may significantly contribute toward understanding the magmatic evolution of the Ghansura dome. The porphyritic rock preserves several textures indicating its hybrid nature, i.e. that it is a product of mafic-felsic magma mixing. Here, we aim to explain the origin of the intermediate rock with the help of textural features and mineral compositions. Monomineralic aggregates or glomerocrysts of plagioclase give the rock its characteristic porphyritic appearance. The fact that the plagioclase crystals constituting the glomerocrysts are joined along prominent euhedral crystal faces suggests the role of synneusis in the formation of the glomerocrysts. The compositions of the glomerocryst plagioclases are similar to those of plagioclases in the mafic rocks. The results from this study indicate that the porphyritic intermediate rock formed by the mixing of a crystal-rich mafic magma and a crystal-poor felsic melt.
Źródło:
Mineralogia; 2018, 49, 1/4; 99-117
1899-8291
1899-8526
Pojawia się w:
Mineralogia
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Digital rock models of Precambrian and Paleozoic tight formations from Poland
Autorzy:
Krakowska, P. I.
Powiązania:
https://bibliotekanauki.pl/articles/2060584.pdf
Data publikacji:
2017
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
digital rock models
Precambrian sedimentary rocks
Paleozoic sedimentary rocks
petrophysical parameters
statistical analysis
petrophysical data
Opis:
Properties of selected Precambrian and Paleozoic sedimentary clastic rocks were analysed with respect to their reservoir potential. Multidimensional analysis of laboratory results and borehole logging data was used to construct digital models of pre-Mesozoic, deeply buried formations, present as tight, low-porosity and low-permeability rocks. This modern statistical and deterministic approach as applied to laboratory and borehole logging results worked to integrate data at different scales. The results obtained are useful not only in further scientific research but also found a use in industrial application. As a first step, statistical methods, including clustering and separation of homogeneous groups, enabled digital rock model creation on the basis of the results of such laboratory measurements as pycnometry, mercury porosimetry, nuclear magnetic resonance spectroscopy or computed X-ray tomography. Next, the models constructed were applied in borehole logging interpretation to find intervals with similar petrophysical properties within the group and different properties between the groups. This approach allowed implementation of upscaling procedures of laboratory experiments at micro- and nano-scale to borehole logging scale. High correlations were established between the log petrophysical parameters within the digital models. This approach can be used to divide the succession cored into intervals with different petrophysical parameters.
Źródło:
Geological Quarterly; 2017, 61, 4; 896--907
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of Youngs modulus for Carboniferous sedimentary rocks and its relationship with uniaxial compressive strength using different methods of modulus determination
Autorzy:
Małkowski, P.
Ostrowski, Ł.
Brodny, J.
Powiązania:
https://bibliotekanauki.pl/articles/92023.pdf
Data publikacji:
2018
Wydawca:
Główny Instytut Górnictwa
Tematy:
Young's modulus
rock properties
rock deformability
elasticity limits
carboniferous sedimentary rocks
modulus ratio MR
moduł Younga
właściwości skał
odkształcalność skał
granice elastyczności
karbońska skała osadowa
współczynnik MR
Opis:
Young’s modulus (E) is one of the basic geomechanical parameters used in rock engineering in practice. It is determined based on uniaxial compressive test (UCS). However, according to International Society of Rock Mechanics it can be calculated by three different ways: as the tangent, secant and average modulus. The results from each method are significantly different. The UCS tests was carried out on 237 rock specimens with the slenderness ratio 2 of Carboniferous claystones, mudstones and sandstones. The axial deformation was always measured automatically by the displacement measurement device (LVDT) built into the testing machine and connected to the hydraulic piston. Then the Young’s modulus was calculated for each test by all three methods. The analysis of the results is presented in this paper to show the difference between all the three moduli calculated for each specimen, and to recommend the best method of Young’s modulus determination. First, the typical range of the elastic linear deformability for the chosen rock types was determined as 25-75% of the peak strength at confidence interval 95% for these sedimentary rocks. The modulus value distributions obtained from each calculation method were compared using statistical parameters: mean value, median, minimum, maximum, standard deviation, mean difference at confidence interval 95%, and non-uniformity coefficient. The proportions between average-secant modulus (Eav/Esec) and average-tangent modulus (Eav/Etan) for the rock samples were estimated. For the studied rocks the obtained values were: 1.10-1.32% for Eav/Esec, 1.08-1.25% for Etan/Esec and 1.01-1.06 for Eav/Etan (for Etan with the range of 20-80% of peak strength). These values show low coherence between secant and average modulus (ca. 23% difference) and good consistency of average and tangent modulus. Based on the analysis, tangent Young’s modulus is recommended as the guiding one at the constant range of 30-70% of the ultimate stress. Secant Young’s modulus, as it comprises not only elastic strain but the pore compaction as well, should be named as modulus of deformability. This conclusion was further confirmed by the regression analysis between UCS and E. The highest regression coefficients and the lowest standard error of the regression was obtained for tangent Young’s modulus determination method. In addition, modulus ratio MR for claystones, mudstones and sandstones was studied and determined as 274, 232 and 223 respectively.
Źródło:
Journal of Sustainable Mining; 2018, 17, 3; 145-157
2300-1364
2300-3960
Pojawia się w:
Journal of Sustainable Mining
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-8 z 8

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