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Wyświetlanie 1-3 z 3
Tytuł:
Unconfined compressive strength of Lower Paleozoic shales from the Baltic Basin (northern Poland)
Autorzy:
Wojtowicz, Michał
Jarosiński, Marek
Pachytel, Radomir Władysław
Powiązania:
https://bibliotekanauki.pl/articles/2059581.pdf
Data publikacji:
2021
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
unconfined compressive strength
triaxial tests
empirical equations
shale reservoir
Baltic Basin
Opis:
Unconfined compressive strength of Lower Paleozoic shales from the Baltic Basin (northern Poland)Unconfined compressive strength (UCS) is one of the crucial parameters for geomechanical modelling of unconventional reservoirs useful for the design of hydraulic stimulation of hydrocarbon production. In spite of a large amount of UCS data collected from the Lower Silurian and Ordovician shale successions of the Baltic Basin (northern Poland), no comprehensive study on this subject has been published so far. Here, we compile the results of 247 single-stage confined compressive strength tests (CCST) provided by our industrial partner from four exploration boreholes. Based on the integration of these results with geophysical logging data, including dipole sonic logs, we derive empirical equations describing the relationship between UCS and Young’s modulus or sonic wave slowness. Considering the strong anisotropy of elastic properties in shales we have introduced different empirical equations for UCSv (vertical) and UCSh (horizontal), respectively perpendicular and parallel to bedding. The formula for UCSh is determined with less accuracy than for UCSv due to scarce laboratory tests with bed-parallel loading. Based on the empirical formula proposed, we have estimated the VTI-type of anisotropy to be in the range of 12–27%, depending on the lithostratigraphic formation. The results of our UCS estimations are compared with the results of multi-stage CCST from the adjacent borehole. Both confined tests yielded similar results for UCSv, with slightly higher values obtained from the multi-stage tests. In turn, a comparison of our solution with the results of true uniaxial compressive strength tests (UCST) for vertical samples from one of the studied boreholes revealed a significant discrepancy. The mean UCS results for shale formations from UCST are several times lower than those evaluated from the single-stage CCST. The usefulness of the results obtained for borehole breakout analysis is discussed.
Źródło:
Geological Quarterly; 2021, 65, 2; 65: 33
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ocena wytrzymałości piaskowców fliszowych przy różnych ścieżkach obciążenia w warunkach konwencjonalnego trójosiowego ściskania
Assessment of Flysch sandstones’ strength at various loading paths in conditions of conventional triaxial compression
Autorzy:
Łukaszewski, P.
Powiązania:
https://bibliotekanauki.pl/articles/2074339.pdf
Data publikacji:
2005
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
krośnieńskie piaskowce
badania trójosiowe
wytrzymałość i napięcie
obwiednia wytrzymałościowa
Krosno sandstones
triaxial tests
strength and strain
strength envelope
Opis:
The paper presents an assessment of Flysch sandstones’ strength at various loading paths in conditions of conventional triaxial compression tests. Three types of tests were conducted: single triaxial failure tests at three various confining pressures, multiple failure tests and continuous failure tests. Much attention was given to a tests’ methodics, the courses of multiple failure tests and the most rare continuous failure tests were described. The highest values of Krosno sandstones strength was observed at the load path up to 90 MPa corresponding with single triaxial failure tests. Samples exposed to either multiple or continuous failure were subjected to "material fatigue” and their strength values are lower - about 30 MPa. Strength loops obtained from conducted tests also show some differences. The higher values of internal friction angle and lower values of cohesion were obtained for triaxial failure tests than for multiple and continuous failure ones. The conducted tests also gave possibility to compare angle of failure (shear) surface depending on the loading path at condition ofcon- ventional triaxial test.
Źródło:
Przegląd Geologiczny; 2005, 53, 7; 596--601
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wpływ wysokich ciśnień i temperatur na charakter deformacji piaskowców ciężkowickich w testach obciążania
Influence of high pressures and temperatures on the deformation of the Ciężkowice sandstones in loading test
Autorzy:
Dziedzic, A.
Powiązania:
https://bibliotekanauki.pl/articles/2075330.pdf
Data publikacji:
2015
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
deformacje skał
pękanie skał
dylatancja w skałach
badania trójosiowe
piaskowce ciężkowickie
rock deformation
rock cracking
dilatancy in rocks
triaxial tests
Ciężkowice sandstones
Opis:
The paper presents the results of loading tests conducted on samples of the Ciężkowice sandstones, hydrocarbon collectors within the Outer Carpathians, at variable pressures (P) and temperatures (T), by modeling orogen conditions down to about 3.5 km below the surface. The studies show that the confining pressure (P) and temperature (T) influence the deformation process and the destruction character in the studied rocks. Analysis of differential stress - deformation curves and the distinguished deformation phases have shown that increase of P and T causes a smaller contribution of the compaction phase, a wider range of the elastic deformation and the presence and increase of the stable cracking phase. Non-stable cracking, initiated by the threshold of absolute dilatancy, with increase of pressure and temperature decreases its contribution in the total differential strain (1–3)max with 70% at atmospheric pressure and room temperature to slightly above 10% for P and T corresponding to values at the depth of 3 km below the surface. These changes influence the destruction of the rock material, which from gentle, controlled cracking at low pressures and temperatures passes into rapid, violent destruction at high P and T levels.
Źródło:
Przegląd Geologiczny; 2015, 63, 5; 295--300
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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