2018
DOI: 10.1016/j.engfracmech.2018.10.024
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Effect of the intermediate principal stress on 3-D crack growth

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Cited by 46 publications
(11 citation statements)
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“…In the first stage, as the surface of the open crack might not be smooth, the sharp points might break when subject to ultrasonic vibration [31]. The axial strain reduces because of the generation of breakage accompanied by the crack closure.…”
Section: Resultsmentioning
confidence: 99%
“…In the first stage, as the surface of the open crack might not be smooth, the sharp points might break when subject to ultrasonic vibration [31]. The axial strain reduces because of the generation of breakage accompanied by the crack closure.…”
Section: Resultsmentioning
confidence: 99%
“…62 The initial cracks in the actual rock were open, which could influence the system response and deformation behavior of the rock samples under ultrasonic vibration. 23,63 It was difficult to faithfully replicate the features of the cracks in the FJM. It would be interesting to simulate a more realistic behavior of cracks, and this would constitute our future work.…”
Section: Resultsmentioning
confidence: 99%
“…However, research on rock fragmentation mechanism has been limited because of the difficulty in measuring microcracks in real time during high‐frequency vibration laboratory tests 20 . With the rapid development of computer technology and advanced numerical techniques, computational simulations help us overcome this limitation and determine the characterization of crack initiation and growth in more detail 21‐27 . In recent years, the DEM has received considerable attention for its use in modeling the dynamic process of rock failure owing to its three advantages 28‐31 .…”
Section: Introductionmentioning
confidence: 99%
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“…Wang et al 30 proposed a “frictional sliding mechanism” for layered rocks attempting to explain the deformation memory effect in low‐stress condition. It is well known that rocks are typical materials which contain a number of pre‐existing cracks or interlayer boundaries and they are three‐dimensional in nature, 31‐34 and they are served as “sliding planes” in compression. Under loading, these planes will slide when the shear stresses exceed their sliding criterion σsl.…”
Section: Introductionmentioning
confidence: 99%