Experimental and numerical study on the dynamic behavior of a transversely isotropic rock

被引:23
作者
Deshpande, Venkatesh M. [1 ]
Chakraborty, Tanusree [1 ]
机构
[1] Indian Inst Technol IIT Delhi, Dept Civil Engn, New Delhi 110016, India
关键词
Dynamic behavior; Split Hopkinson pressure bar; Transverse isotropy; Strength anisotropy; Discrete element method; micro -cracks propagation; HOPKINSON PRESSURE BAR; HIGH-STRAIN RATE; COMPRESSIVE PROPERTIES; FRAGMENTATION; PULVERIZATION; COALESCENCE; ANISOTROPY; SANDSTONE; VINDHYAN; SIZE;
D O I
10.1016/j.enggeo.2023.107016
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The present work investigates the dynamic mechanical behavior of transversely isotropic Jhiri shale at five anisotropy angles (0 degrees, 30 degrees, 45 degrees, 60 degrees, and 90 degrees) using a large diameter (76 mm) split Hopkinson pressure bar. Jhiri shale, a type of Vindhyan shale, is collected from the Rewa region in the Madhya Pradesh state of India. Samples are loaded at strain rates of -150/s, -230/s, and -320/s under compression. It is found that the strength is ratedependent and increases as the strain rate rises. At elevated strain rates, U-type anisotropy is noted. The anisotropy ratio lowers from 3.50 to 3.37 when the strain rate changes from quasi-static to -320/s, indicating that the influence of bedding planes diminished at higher strain rates. All the samples subjected to dynamic compressive loading are pervasively fragmented and undergo complete pulverization. As the strain increases, the degree of fragmentation intensifies, and the mean fragment size reduces. Samples with intermediate anisotropy angles (30 degrees, 45 degrees, 60 degrees) are subjected to a higher degree of fragmentation than those with 0 degrees and 90 degrees. The rock fragments exhibit fractal distribution, which can be described using a power-law relationship. The dynamic experiments are numerically simulated using the discrete element method. The grains of the rock are generated as randomly sized and distributed polygonal blocks using Voronoi tessellation. The initiation and propagation of micro-cracks and failure mechanisms are explored via numerical simulations. It is found that samples mainly undergo shear failure dynamically. As the strain rate increases, the number of cracks increases. For samples with intermediate anisotropy angles, shear cracks begin along the bedding planes and then spread internally. At any given strain rate, they have a higher number of cracks than 0 degrees and 90 degrees samples, indicating a higher degree of fragmentation, as noted experimentally.
引用
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页数:20
相关论文
共 47 条
[1]   Importance of anisotropy when estimating and measuring in situ stresses in rock [J].
Amadei, B .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1996, 33 (03) :293-325
[2]  
Balasubramanian A., 2017, GEOLOGICAL FORMATION, DOI [10.13140/RG.2.2.35307.75042, DOI 10.13140/RG.2.2.35307.75042, 10.13140/rg.2.2.35307.75042]
[3]   The controversial "Cambrian" fossils of the Vindhyan are real but more than a billion years older [J].
Bengtson, Stefan ;
Belivanova, Veneta ;
Rasmussen, Birger ;
Whitehouse, Martin .
PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 2009, 106 (19) :7729-7734
[4]  
Chen WNW, 2011, MECH ENG SER, P1, DOI 10.1007/978-1-4419-7982-7
[5]   A clumped particle model for rock [J].
Cho, N. ;
Martin, C. D. ;
Sego, D. C. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (07) :997-1010
[6]  
Cundall P. A., 1971, P INT S ROCK MECH, P129
[7]   Static and Dynamic Flexural Strength Anisotropy of Barre Granite [J].
Dai, F. ;
Xia, K. ;
Zuo, J. P. ;
Zhang, R. ;
Xu, N. W. .
ROCK MECHANICS AND ROCK ENGINEERING, 2013, 46 (06) :1589-1602
[8]   Application of copper as a pulse shaper in SHPB tests on brittle materialsexperimental study, constitutive parameters identification, and numerical simulations [J].
Deshpande, Venkatesh M. ;
Chakraborty, Purnashis ;
Chakraborty, Tanusree ;
Tiwari, Vikrant .
MECHANICS OF MATERIALS, 2022, 171
[9]   Rock pulverization at high strain rate near the San Andreas fault [J].
Doan, Mai-Linh ;
Gary, Gerard .
NATURE GEOSCIENCE, 2009, 2 (10) :709-712
[10]  
Donz F.V., 2009, STATE ART GEOTECHNIC, P44