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Published in: Rock Mechanics and Rock Engineering 7/2017

23-03-2017 | Original Paper

A Novel Numerical Algorithm for Simulation of Initiation, Propagation and Coalescence of Flaws Subject to Internal Fluid Pressure and Vertical Stress in the Framework of General Particle Dynamics

Authors: J. Bi, X. P. Zhou

Published in: Rock Mechanics and Rock Engineering | Issue 7/2017

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Abstract

A novel numerical model in the framework of General Particle Dynamics is proposed to simulate the coupling effects of the vertical stress and the internal hydraulic pressure on the stress field around the tips of the flaw as well as the propagation and coalescence of cracks. In this proposed method, interaction among discrete particles is formulated using the virtual-bond method. Fractures of the virtual bonds among particles are determined by the Hoek–Brown damage evolution law of rocks. The fractured virtual bonds can only bear the compressive and frictional behaviors between two particles, while the unbroken virtual bonds can bear the tensile, shear and compressive behaviors. Furthermore, a novel generated particle method is proposed to simulate the flow of fissure water. The numerical results show that the water pressure plays a key role in the stress fields around flaw tips as well as the propagation paths and the coalescence pattern of wing and secondary cracks.

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Literature
go back to reference Beiseel SR, Gerlach CA, Johnson GR (2006) Hypervelocity impact computations with finite elements and meshfree particles. Int J Impact Eng 33(1–12):80–90CrossRef Beiseel SR, Gerlach CA, Johnson GR (2006) Hypervelocity impact computations with finite elements and meshfree particles. Int J Impact Eng 33(1–12):80–90CrossRef
go back to reference Bi J, Zhou XP, Xu XM (2016a) Numerical simulation of failure process of rock-like materials subjected to impact loads. Int J Geomech 04016073:1–13 Bi J, Zhou XP, Xu XM (2016a) Numerical simulation of failure process of rock-like materials subjected to impact loads. Int J Geomech 04016073:1–13
go back to reference Bi J, Zhou XP, Qian QH (2016b) The 3D numerical simulation for the propagation process of multiple pre-existing flaws in rock-like materials subjected to biaxial compressive loads. Rock Mech Rock Eng 49(5):1611–1627CrossRef Bi J, Zhou XP, Qian QH (2016b) The 3D numerical simulation for the propagation process of multiple pre-existing flaws in rock-like materials subjected to biaxial compressive loads. Rock Mech Rock Eng 49(5):1611–1627CrossRef
go back to reference Bobet A (1997) Fracture coalescence in rock materials: experimental observations and numerical predictions. Sc.D. thesis Massachusetts Institute of Technology Bobet A (1997) Fracture coalescence in rock materials: experimental observations and numerical predictions. Sc.D. thesis Massachusetts Institute of Technology
go back to reference Bobet A, Einstein HH (1998) Fracture coalescence in rock-type materials under uniaxial and biaxial compression. Int J Rock Mech Min Sci 35(7):863–888CrossRef Bobet A, Einstein HH (1998) Fracture coalescence in rock-type materials under uniaxial and biaxial compression. Int J Rock Mech Min Sci 35(7):863–888CrossRef
go back to reference Bouchard PO, Baya F, Chastela Y, Tovena I (2000) Crack propagation modelling using an advanced remeshing technique. Comput Methods Appl Mech Eng 189:723–742CrossRef Bouchard PO, Baya F, Chastela Y, Tovena I (2000) Crack propagation modelling using an advanced remeshing technique. Comput Methods Appl Mech Eng 189:723–742CrossRef
go back to reference Chakraborty S, Shaw A (2013) A pseudo-spring based fracture model for SPH simulation of impact dynamics. Int J Impact Eng 58:84–95CrossRef Chakraborty S, Shaw A (2013) A pseudo-spring based fracture model for SPH simulation of impact dynamics. Int J Impact Eng 58:84–95CrossRef
go back to reference Chen HM, Zhao ZY, Choo LQ, Sun JP (2016) Rock cavern stability analysis under different hydro-geological conditions using the coupled hydro-mechanical model. Rock Mech Rock Eng 49:555–572CrossRef Chen HM, Zhao ZY, Choo LQ, Sun JP (2016) Rock cavern stability analysis under different hydro-geological conditions using the coupled hydro-mechanical model. Rock Mech Rock Eng 49:555–572CrossRef
go back to reference Das R, Zhang Y, Schaubs P, Cleary PW (2014) Modelling rock fracturing caused by magma intrusion using the smoothed particle hydrodynamics method. Comput Geosci 18:927–947CrossRef Das R, Zhang Y, Schaubs P, Cleary PW (2014) Modelling rock fracturing caused by magma intrusion using the smoothed particle hydrodynamics method. Comput Geosci 18:927–947CrossRef
go back to reference Deb D, Pramanik R (2013) Failure process of brittle rock using smoothed particle hydrodynamics. J Eng Mech 139(11):1551–1565CrossRef Deb D, Pramanik R (2013) Failure process of brittle rock using smoothed particle hydrodynamics. J Eng Mech 139(11):1551–1565CrossRef
go back to reference Gonçalves da Silva B, Einstein HH (2012) Study of stress and strain fields around a flaw tip in rock. In: Proceedings of the 46th U.S. Rock Mechanics and Geomechanics Symposium. Chicago, pp 2074–2089 Gonçalves da Silva B, Einstein HH (2012) Study of stress and strain fields around a flaw tip in rock. In: Proceedings of the 46th U.S. Rock Mechanics and Geomechanics Symposium. Chicago, pp 2074–2089
go back to reference Gonçalves da Silva B, Einstein HH (2013) Modeling of crack initiation, propagation and coalescence in rocks. Int J Fract 182(2):167–186CrossRef Gonçalves da Silva B, Einstein HH (2013) Modeling of crack initiation, propagation and coalescence in rocks. Int J Fract 182(2):167–186CrossRef
go back to reference Hallquist JO (1998) Ls-dyna theortical manual. Livermore Software Technology Corporation, Waverley Way, Livermore Hallquist JO (1998) Ls-dyna theortical manual. Livermore Software Technology Corporation, Waverley Way, Livermore
go back to reference Hoek E (1990) Estimating Mohr–Coulomb friction and cohesion values from the Hoek–Brown failure criterion. Int J Rock Mech Min Sci 27:227–229CrossRef Hoek E (1990) Estimating Mohr–Coulomb friction and cohesion values from the Hoek–Brown failure criterion. Int J Rock Mech Min Sci 27:227–229CrossRef
go back to reference Hoek E, Brown ET (1980) Empirical strength criterion for rock masses. ASCE J Geotech Geoenviron Eng 106(GT9):1013–1036 Hoek E, Brown ET (1980) Empirical strength criterion for rock masses. ASCE J Geotech Geoenviron Eng 106(GT9):1013–1036
go back to reference Hoek E, Brown ET (1997) Practical estimate the rock mass strength. Int J Rock Mech Min Sci 34:1165–1186CrossRef Hoek E, Brown ET (1997) Practical estimate the rock mass strength. Int J Rock Mech Min Sci 34:1165–1186CrossRef
go back to reference Hou ZM, Zhou L, Kracke T (2013) Modelling of seismic events induced by reservoir stimulation in an enhanced geothermal system and a suggestion to reduce the deformation energy release. In: Rock dynamics and applications—state of the art. Taylor and Francis Group. London, United Kingdom, pp 161–175 Hou ZM, Zhou L, Kracke T (2013) Modelling of seismic events induced by reservoir stimulation in an enhanced geothermal system and a suggestion to reduce the deformation energy release. In: Rock dynamics and applications—state of the art. Taylor and Francis Group. London, United Kingdom, pp 161–175
go back to reference Lee H, Jeon S (2011) An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression. Int J Solids Struct 48:979–999CrossRef Lee H, Jeon S (2011) An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression. Int J Solids Struct 48:979–999CrossRef
go back to reference Liang ZZ, Xing H, Wang SY, Williams DJ, Tang CA (2012) A three-dimensional numerical investigation of the fracture of rock specimens containing a pre-existing surface flaw. Comput Geotech 45:19–33CrossRef Liang ZZ, Xing H, Wang SY, Williams DJ, Tang CA (2012) A three-dimensional numerical investigation of the fracture of rock specimens containing a pre-existing surface flaw. Comput Geotech 45:19–33CrossRef
go back to reference Libersky LD, Petschek AG (1991) Smoothed particle hydrodynamics with strength of materials. In: Trease H, Friits J, Crowley W (eds) Proceedings of the next free Lagrange conference, vol 395. Springer, New York, pp 248–257 Libersky LD, Petschek AG (1991) Smoothed particle hydrodynamics with strength of materials. In: Trease H, Friits J, Crowley W (eds) Proceedings of the next free Lagrange conference, vol 395. Springer, New York, pp 248–257
go back to reference Libersky LD, Petschek AG, Carney TC, Hipp JR, Allahdadi FA (1993) High strain Lagrangian hydrodynamics: a three dimensional SPH code for dynamic material response. J Comput Phys 109:67–75CrossRef Libersky LD, Petschek AG, Carney TC, Hipp JR, Allahdadi FA (1993) High strain Lagrangian hydrodynamics: a three dimensional SPH code for dynamic material response. J Comput Phys 109:67–75CrossRef
go back to reference Liu ZL, Menouillard T, Belytschko T (2011) An XFEM/Spectral element method for dynamic crack propagation. Int J Fract 169(2):183–198CrossRef Liu ZL, Menouillard T, Belytschko T (2011) An XFEM/Spectral element method for dynamic crack propagation. Int J Fract 169(2):183–198CrossRef
go back to reference Ma GW, Wang QS, Yi XW, Wang XJ (2014) A modified SPH method for dynamic failure simulation of heterogeneous material. Math Prob Eng 2014(1):1–14 Ma GW, Wang QS, Yi XW, Wang XJ (2014) A modified SPH method for dynamic failure simulation of heterogeneous material. Math Prob Eng 2014(1):1–14
go back to reference Mehra V, Chaturvedi S (2006) High velocity impact of metal sphere on thin metallic plates: a comparative smooth particle hydrodynamics study. J Comput Phys 212(1):318–337CrossRef Mehra V, Chaturvedi S (2006) High velocity impact of metal sphere on thin metallic plates: a comparative smooth particle hydrodynamics study. J Comput Phys 212(1):318–337CrossRef
go back to reference Miller JT (2008) Crack coalescence in granite. S.M. thesis Massachusetts Institute of Technology Miller JT (2008) Crack coalescence in granite. S.M. thesis Massachusetts Institute of Technology
go back to reference Monaghan JJ (1988) An introduction to SPH. Comput Phys Commun 48(1):89–96CrossRef Monaghan JJ (1988) An introduction to SPH. Comput Phys Commun 48(1):89–96CrossRef
go back to reference Monaghan JJ, Gingold RA (1983) Shock simulation by the particle method SPH. J Comput Phys 52:374–389CrossRef Monaghan JJ, Gingold RA (1983) Shock simulation by the particle method SPH. J Comput Phys 52:374–389CrossRef
go back to reference Monaghan JJ, Lattanzio JC (1985) A refined particle method for astrophysical problems. Astron Astrophys 149(1):135–143 Monaghan JJ, Lattanzio JC (1985) A refined particle method for astrophysical problems. Astron Astrophys 149(1):135–143
go back to reference Morgan SP, Johnson CA, Einstein HH (2013) Cracking processes in Barre granite: fracture process zones and crack coalescence. Int J Fract 180:177–204CrossRef Morgan SP, Johnson CA, Einstein HH (2013) Cracking processes in Barre granite: fracture process zones and crack coalescence. Int J Fract 180:177–204CrossRef
go back to reference Paluszny A, Matthai SK (2009) Numerical modeling of discrete multi-crack growth applied to pattern formation in geological brittle media. Int J Solids Struct 46:3383–3397CrossRef Paluszny A, Matthai SK (2009) Numerical modeling of discrete multi-crack growth applied to pattern formation in geological brittle media. Int J Solids Struct 46:3383–3397CrossRef
go back to reference Park CH, Bobet A (2009) A Crack coalescence in specimens with open and closed flaws: a comparison. Int J Rock Mech Min Sci 46(5):819–829CrossRef Park CH, Bobet A (2009) A Crack coalescence in specimens with open and closed flaws: a comparison. Int J Rock Mech Min Sci 46(5):819–829CrossRef
go back to reference Potyondy DO, Cundall PA (2004) A bonded-particle model for rock. Int J Rock Mech Min Sci 41:1329–1364CrossRef Potyondy DO, Cundall PA (2004) A bonded-particle model for rock. Int J Rock Mech Min Sci 41:1329–1364CrossRef
go back to reference Reyes O (1991) experimental study and analytical modeling of compressive fracture in Brittle materials. Ph.D. thesis Massachusetts Institute of Technology Reyes O (1991) experimental study and analytical modeling of compressive fracture in Brittle materials. Ph.D. thesis Massachusetts Institute of Technology
go back to reference Sagong M, Bobet A (2002) Coalescence of multiple flaws in a rock-model material in uniaxial compression. Int J Rock Mech Min Sci 39(2):229–241CrossRef Sagong M, Bobet A (2002) Coalescence of multiple flaws in a rock-model material in uniaxial compression. Int J Rock Mech Min Sci 39(2):229–241CrossRef
go back to reference Shaw A, Reid SR (2009a) Applications of SPH with the acceleration correction algorithm in structural impact computations. Curr Sci 97(8):1177–1186 Shaw A, Reid SR (2009a) Applications of SPH with the acceleration correction algorithm in structural impact computations. Curr Sci 97(8):1177–1186
go back to reference Shaw A, Reid SR (2009b) Heuristic acceleration correction algorithm for use in SPH computations in impact mechanics. Comput Method Appl Mech Eng 198:3962–3974CrossRef Shaw A, Reid SR (2009b) Heuristic acceleration correction algorithm for use in SPH computations in impact mechanics. Comput Method Appl Mech Eng 198:3962–3974CrossRef
go back to reference Shen B, Stephansson O, Einstein HH, Ghahreman B (1995) Coalescence of fractures under shear stresses experiments. J Geophys Res 100(B4):5975–5990CrossRef Shen B, Stephansson O, Einstein HH, Ghahreman B (1995) Coalescence of fractures under shear stresses experiments. J Geophys Res 100(B4):5975–5990CrossRef
go back to reference Silva BG, Einstein HH (2014) Finite Element study of fracture initiation in flaws subject to internal fluid pressure and vertical stress. Int J Solids Struct 51:4122–4136CrossRef Silva BG, Einstein HH (2014) Finite Element study of fracture initiation in flaws subject to internal fluid pressure and vertical stress. Int J Solids Struct 51:4122–4136CrossRef
go back to reference Tran LB, Udaykumar HS (2004) A particle-level set-base sharp interface Cartesian grid method for impact, penetration and void collapse. J Comput Phys 193:469–510CrossRef Tran LB, Udaykumar HS (2004) A particle-level set-base sharp interface Cartesian grid method for impact, penetration and void collapse. J Comput Phys 193:469–510CrossRef
go back to reference Vasarhelyi B, Bobet A (2000) Modeling of crack initiation, propagation and coalescence in uniaxial compression. Rock Mech Rock Eng 33(2):119–139CrossRef Vasarhelyi B, Bobet A (2000) Modeling of crack initiation, propagation and coalescence in uniaxial compression. Rock Mech Rock Eng 33(2):119–139CrossRef
go back to reference Wang J, Chan D (2014) Frictional contact algorithms in SPH for the simulation of soil–structure interaction. Int J Numer Anal Met 38:747–770CrossRef Wang J, Chan D (2014) Frictional contact algorithms in SPH for the simulation of soil–structure interaction. Int J Numer Anal Met 38:747–770CrossRef
go back to reference Wangen M (2013) Finite element modeling of hydraulic fracturing in 3D. Comput Geosci 17(4):647–659CrossRef Wangen M (2013) Finite element modeling of hydraulic fracturing in 3D. Comput Geosci 17(4):647–659CrossRef
go back to reference Weibull W (1951) A statistical distribution function of wide applicability. Int J Appl Mech 18:293–297 Weibull W (1951) A statistical distribution function of wide applicability. Int J Appl Mech 18:293–297
go back to reference Wong NY (2008) Crack coalescence in molded gypsum and Carrara marble. Ph.D. thesis Massachusetts Institute of Technology Wong NY (2008) Crack coalescence in molded gypsum and Carrara marble. Ph.D. thesis Massachusetts Institute of Technology
go back to reference Wong RHC, Chau KT (1998) Crack coalescence in a rock-like material containing two cracks. Int J Rock Mech Min Sci 35(2):147–164CrossRef Wong RHC, Chau KT (1998) Crack coalescence in a rock-like material containing two cracks. Int J Rock Mech Min Sci 35(2):147–164CrossRef
go back to reference Wong LNY, Einstein HH (2009a) Crack coalescence in molded gypsum and Carrara marble: part 1. Macroscopic observations and interpretation. Rock Mech Rock Eng 42(3):475–511CrossRef Wong LNY, Einstein HH (2009a) Crack coalescence in molded gypsum and Carrara marble: part 1. Macroscopic observations and interpretation. Rock Mech Rock Eng 42(3):475–511CrossRef
go back to reference Wong LNY, Einstein HH (2009b) Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression. Int J Rock Mech Min Sci 46(2):239–249CrossRef Wong LNY, Einstein HH (2009b) Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression. Int J Rock Mech Min Sci 46(2):239–249CrossRef
go back to reference Wong RHC, Chau KT, Tang CA, Lin P (2001) Analysis of crack coalescence in rock-like materials containing three flaws—part I: experimental approach. Int J Rock Mech Min Sci 38(7):909–924CrossRef Wong RHC, Chau KT, Tang CA, Lin P (2001) Analysis of crack coalescence in rock-like materials containing three flaws—part I: experimental approach. Int J Rock Mech Min Sci 38(7):909–924CrossRef
go back to reference Wu ZJ, Wong LNY (2012) Frictional crack initiation and propagation analysis using the numerical manifold method. Comput Geotech 39:38–53CrossRef Wu ZJ, Wong LNY (2012) Frictional crack initiation and propagation analysis using the numerical manifold method. Comput Geotech 39:38–53CrossRef
go back to reference Yang SQ, Yang DS, Jing HW, Li YH, Wang SY (2012) An experimental study of the fracture coalescence behaviour of brittle sandstone specimens containing three fissures. Rock Mech Rock Eng 45(4):563–582CrossRef Yang SQ, Yang DS, Jing HW, Li YH, Wang SY (2012) An experimental study of the fracture coalescence behaviour of brittle sandstone specimens containing three fissures. Rock Mech Rock Eng 45(4):563–582CrossRef
go back to reference Yarushina VM, Bercovici D, Oristaglio ML (2013) Rock deformation models and fluid leak-off in hydraulic fracturing. Geophys J Int 194(3):1514–1526CrossRef Yarushina VM, Bercovici D, Oristaglio ML (2013) Rock deformation models and fluid leak-off in hydraulic fracturing. Geophys J Int 194(3):1514–1526CrossRef
go back to reference Yoon J (2007) Application of experimental design and optimization to PFC model calibration in uniaxial compression simulation. Int J Rock Mech Min Sci 44:871–889CrossRef Yoon J (2007) Application of experimental design and optimization to PFC model calibration in uniaxial compression simulation. Int J Rock Mech Min Sci 44:871–889CrossRef
go back to reference Zhang HH, Li LX, An XM, Ma GW (2010) Numerical analysis of 2-D crack propagation problems using the numerical manifold method. Eng Anal Bound Elem 34:41–50CrossRef Zhang HH, Li LX, An XM, Ma GW (2010) Numerical analysis of 2-D crack propagation problems using the numerical manifold method. Eng Anal Bound Elem 34:41–50CrossRef
go back to reference Zhou XP, Bi J (2016) 3D numerical study on the growth and coalescence of pre-existing flaws in rocklike materials subjected to uniaxial compression. Int J Geomech 16(4):04015096-1–04015096-21CrossRef Zhou XP, Bi J (2016) 3D numerical study on the growth and coalescence of pre-existing flaws in rocklike materials subjected to uniaxial compression. Int J Geomech 16(4):04015096-1–04015096-21CrossRef
go back to reference Zhou XP, Yang HQ (2012) Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses. Int J Rock Mech Min Sci 55:15–27 Zhou XP, Yang HQ (2012) Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses. Int J Rock Mech Min Sci 55:15–27
go back to reference Zhou XP, Bi J, Qian QH (2015) Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws. Rock Mech Rock Eng 48(3):1097–1114CrossRef Zhou XP, Bi J, Qian QH (2015) Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws. Rock Mech Rock Eng 48(3):1097–1114CrossRef
Metadata
Title
A Novel Numerical Algorithm for Simulation of Initiation, Propagation and Coalescence of Flaws Subject to Internal Fluid Pressure and Vertical Stress in the Framework of General Particle Dynamics
Authors
J. Bi
X. P. Zhou
Publication date
23-03-2017
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 7/2017
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-017-1204-4

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