Temat: modul Younga - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: High temperature versus geomechanical parameters of selected rocks – the present state of research
Autorzy:: Sygała, A.
Bukowska, M.
Janoszek, T.
Powiązania:: https://bibliotekanauki.pl/articles/92117.pdf
Data publikacji:: 2013
Wydawca:: Główny Instytut Górnictwa
Tematy:: high temperature
geomechanical parameters
rock
stress-strain characteristics
compressive strength
Young's modulus
wysoka temperatura
parametry geomechaniczne
skała
charakterystyka naprężeniowo-odkształceniowa
odporność na ściskanie
moduł Younga
Opis:: This paper presents the current state of knowledge concerning the examination of the impact of increased temperatures on changes of geomechanical properties of rocks. Based on historical data, the shape of stress-strain characteristics that illustrate the process of the destruction of rock samples as a result of load impact under uniaxial compression in a testing machine, were discussed. The results from the studies on changes in the basic strength and elasticity parameters of rocks, such as the compressive strength and Young’s modulus were compared. On their basis, it was found that temperature has a significant effect on the change of geomechanical properties of rocks. The nature of these changes also depends on other factors (apart from temperature). They are, among others: the mineral composition of rock, the porosity and density. The research analysis showed that changes in the rock by heating it at various temperatures and then uniaxially loading it in a testing machine, are different for different rock types. Most of the important processes that cause changes in the values of the strength parameters of the examined rocks occured in the temperature range of 400 to 600C.
Źródło:: Journal of Sustainable Mining; 2013, 12, 4; 45-51
2300-1364
2300-3960
Pojawia się w:: Journal of Sustainable Mining
Dostawca treści:: Biblioteka Nauki

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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

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