کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
9953713 | 1522985 | 2018 | 25 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Experimental investigation of the influence of strain rate on strength; failure attributes and mechanism of Jhiri shale
ترجمه فارسی عنوان
بررسی تجربی اثر کرنش بر روی مقاومت؛ ویژگی های شکست و مکانیزم شیل جیری
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کلمات کلیدی
نرخ تنزل، استحکام فشاری یک طرفه، استحکام کششی، چقرمگی شکستگی، شاخص شکنندگی،
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
علوم زمین و سیاره ای (عمومی)
چکیده انگلیسی
The modern improved engineering technologies in the field of rock mechanics and the successful identification of the hydrocarbon potential of gas shales have turned the tight shale formations as a profitable resource for the natural gas. In the current study, Jhiri shale was tested for its strength; deformational failure attributes and mechanism at different strain rates in order to understand the dependence of the deformation rate upon various geomechanical properties. The rock samples were subjected to varied strain rates during loading and the resultant geomechanical properties such as uniaxial compressive strength (UCS), tensile strength (Ït), Young's modulus (E), failure strain (εf), mode I and mode II fracture toughness (KIC and KIIC) and brittleness index (B1 and B2) were determined in each case. The stress-strain behaviour of the Jhiri shale was estimated at four different strain rates that varied from 1.7â¯Ãâ¯10â2 sâ1 to 7.9â¯Ãâ¯10â5 sâ1. It was found that all of the mechanical parameters of the rock that are mentioned above, except for the failure strain, increased with increasing strain rates. Such behaviour of the rock due to the strain rates may be due to stress redistribution during grain fracturing. At a strain rate of 7.9â¯Ãâ¯10â5 sâ1, UCS, tensile strength, mode I fracture toughness and mode II fracture toughness of Jhiri shale were found to be 25.45â¯MPa, 7.71â¯MPa, 0.171â¯MPaâ¯m1/2 and 0.083â¯MPaâ¯m1/2, respectively, which increased up to 50.57â¯MPa, 13.06â¯MPa, 0.565â¯MPaâ¯m1/2 and 0.467â¯MPaâ¯m1/2, respectively, at a strain rate of 1.7â¯Ãâ¯10â2 sâ1. Critical and appropriate empirical equations have been proposed to evaluate the strain-rate dependence of the mechanical properties of the rock.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Natural Gas Science and Engineering - Volume 58, October 2018, Pages 178-188
Journal: Journal of Natural Gas Science and Engineering - Volume 58, October 2018, Pages 178-188
نویسندگان
Bankim Mahanta, T.N. Singh, P.G. Ranjith, Vikram Vishal,