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Erschienen in: Rock Mechanics and Rock Engineering 3/2011

01.05.2011 | Original Paper

Numerical simulation of the rock fragmentation process induced by two drill bits subjected to static and dynamic (impact) loading

verfasst von: S. Y. Wang, S. W. Sloan, H. Y. Liu, C. A. Tang

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 3/2011

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Abstract

Rock fragmentation processes induced by double drill bits subjected to static and dynamic loading are examined by a numerical method. Micro-heterogeneities of the rock are taken into account in this numerical model. For the static case, the simulated results reproduce the progressive process of brittle rock fragmentation during indentation. For the dynamic case, numerical simulations represent radial cracks, incipient chips, pulverized zones, and shell cracks. Comparing the static and dynamic cases, the dynamic loading can lead to rock fragmentation more efficiently. In addition, numerical results indicate that the dynamic pressure (P max) plays an important role in the failure process of specimens with two indenters. Furthermore, the heterogeneity of the rock can also affect the failure modes of the rock when two indenters are used. Finally, the numerical results demonstrate the effect of the spacing between the indenters on the rock.

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Metadaten
Titel
Numerical simulation of the rock fragmentation process induced by two drill bits subjected to static and dynamic (impact) loading
verfasst von
S. Y. Wang
S. W. Sloan
H. Y. Liu
C. A. Tang
Publikationsdatum
01.05.2011
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 3/2011
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-010-0123-4

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