Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach

Cracking processes have been extensively studied in brittle rock and rock-like materials. Due to the experimental limitations and the complexity of rock texture, details of the cracking processes could not always be observed and assessed comprehensively. To contribute to this field of research, a nu...

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Main Authors: Zhang, Xiao-Ping, Wong, Louis Ngai Yuen
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
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Online Access:https://hdl.handle.net/10356/97933
http://hdl.handle.net/10220/12191
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-979332020-03-07T11:43:43Z Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach Zhang, Xiao-Ping Wong, Louis Ngai Yuen School of Civil and Environmental Engineering DRNTU::Engineering::Environmental engineering Cracking processes have been extensively studied in brittle rock and rock-like materials. Due to the experimental limitations and the complexity of rock texture, details of the cracking processes could not always be observed and assessed comprehensively. To contribute to this field of research, a numerical approach based on the particle element model was used in present study. It would give us insights into what is happening to crack initiation, propagation and coalescence. Parallel bond model, a type of bonded-particle model, was used to numerically simulate the cracking process in rock-like material containing a single flaw under uniaxial vertical compression. The single flaw’s inclinations varied from 0° to 75° measured from the horizontal. As the uniaxial compression load was increased, multiple new microcracks initiated in the rock, which later propagated and eventually coalesced into longer macrocracks. The inclination of the pre-existing flaw was found to have a strong influence on the crack initiation and propagation patterns. The simulations replicated most of the phenomena observed in the physical experiments, such as the type, the initiation location and the initiate angle of the first cracks, as well as the development of hair-line cracks, which later evolved to macrocracks. Analyses of the parallel bond forces and displacement fields revealed some important mechanisms of the cracking processes. The first cracks typically initiated from the tensile stress concentration regions, in which the tensile stress was partially released after their initiation. The tensile stress concentration regions subsequently shifted outwards close to the propagating tips of the first cracks. The initiation and propagation of the first cracks would not significantly influence the compressive stress singularity at the flaw tips, which was the driving force of the initiation of secondary cracks. The initiation of microcracking zone consisting almost exclusively of micro-tensile cracks, and that of microcracking zone consisting of micro-tensile cracks and mixed micro-tensile and shear cracks, were found to be correlated with two distinct types of displacement fields, namely type I (DF_I) and type II (DF_II), respectively. 2013-07-25T04:03:42Z 2019-12-06T19:48:28Z 2013-07-25T04:03:42Z 2019-12-06T19:48:28Z 2011 2011 Journal Article Zhang, X.-P., & Wong, L. N. Y. (2012). Cracking Processes in Rock-Like Material Containing a Single Flaw Under Uniaxial Compression: A Numerical Study Based on Parallel Bonded-Particle Model Approach. Rock Mechanics and Rock Engineering, 45(5), 711-737. https://hdl.handle.net/10356/97933 http://hdl.handle.net/10220/12191 10.1007/s00603-011-0176-z en Rock mechanics and rock engineering © 2011 Springer-Verlag.
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Environmental engineering
spellingShingle DRNTU::Engineering::Environmental engineering
Zhang, Xiao-Ping
Wong, Louis Ngai Yuen
Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
description Cracking processes have been extensively studied in brittle rock and rock-like materials. Due to the experimental limitations and the complexity of rock texture, details of the cracking processes could not always be observed and assessed comprehensively. To contribute to this field of research, a numerical approach based on the particle element model was used in present study. It would give us insights into what is happening to crack initiation, propagation and coalescence. Parallel bond model, a type of bonded-particle model, was used to numerically simulate the cracking process in rock-like material containing a single flaw under uniaxial vertical compression. The single flaw’s inclinations varied from 0° to 75° measured from the horizontal. As the uniaxial compression load was increased, multiple new microcracks initiated in the rock, which later propagated and eventually coalesced into longer macrocracks. The inclination of the pre-existing flaw was found to have a strong influence on the crack initiation and propagation patterns. The simulations replicated most of the phenomena observed in the physical experiments, such as the type, the initiation location and the initiate angle of the first cracks, as well as the development of hair-line cracks, which later evolved to macrocracks. Analyses of the parallel bond forces and displacement fields revealed some important mechanisms of the cracking processes. The first cracks typically initiated from the tensile stress concentration regions, in which the tensile stress was partially released after their initiation. The tensile stress concentration regions subsequently shifted outwards close to the propagating tips of the first cracks. The initiation and propagation of the first cracks would not significantly influence the compressive stress singularity at the flaw tips, which was the driving force of the initiation of secondary cracks. The initiation of microcracking zone consisting almost exclusively of micro-tensile cracks, and that of microcracking zone consisting of micro-tensile cracks and mixed micro-tensile and shear cracks, were found to be correlated with two distinct types of displacement fields, namely type I (DF_I) and type II (DF_II), respectively.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Zhang, Xiao-Ping
Wong, Louis Ngai Yuen
format Article
author Zhang, Xiao-Ping
Wong, Louis Ngai Yuen
author_sort Zhang, Xiao-Ping
title Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
title_short Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
title_full Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
title_fullStr Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
title_full_unstemmed Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
title_sort cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach
publishDate 2013
url https://hdl.handle.net/10356/97933
http://hdl.handle.net/10220/12191
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