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Numerical study on static and dynamic fracture evolution around rock cavities 被引量:4

Numerical study on static and dynamic fracture evolution around rock cavities
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摘要 In this paper,a numerical code,RFPA2D(rock failure process analysis),was used to simulate the initiation and propagation of fractures around a pre-existing single cavity and multiple cavities in brittle rocks.Both static and dynamic loads were applied to the rock specimens to investigate the mechanism of fracture evolution around the cavities for different lateral pressure coefficients.In addition,characteristics of acoustic emission(AE) associated with fracture evolution were simulated.Finally,the evolution and interaction of fractures between multiple cavities were investigated with consideration of stress redistribution and transference in compressive and tensile stress fields.The numerically simulated results reproduced primary tensile,remote,and shear crack fractures,which are in agreement with the experimental results.Moreover,numerical results suggested that both compressive and tensile waves could influence the propagation of tensile cracks;in particular,the reflected tensile wave accelerated the propagation of tensile cracks. In this paper,a numerical code,RFPA2D(rock failure process analysis),was used to simulate the initiation and propagation of fractures around a pre-existing single cavity and multiple cavities in brittle rocks.Both static and dynamic loads were applied to the rock specimens to investigate the mechanism of fracture evolution around the cavities for different lateral pressure coefficients.In addition,characteristics of acoustic emission(AE) associated with fracture evolution were simulated.Finally,the evolution and interaction of fractures between multiple cavities were investigated with consideration of stress redistribution and transference in compressive and tensile stress fields.The numerically simulated results reproduced primary tensile,remote,and shear crack fractures,which are in agreement with the experimental results.Moreover,numerical results suggested that both compressive and tensile waves could influence the propagation of tensile cracks;in particular,the reflected tensile wave accelerated the propagation of tensile cracks.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第4期262-276,共15页 岩石力学与岩土工程学报(英文版)
基金 granted by the National Science Foundation (NSF) under Grant CMMI-0408390 and NSF CAREER Award CMMI-0644552 the American Chemical Society Petroleum Research Foundation under Grant PRF-44468-G9 National Natural Science Foundation of China under Grant No.51050110143 granted by Huoyingdong Educational Foundation under Grant No.114024 Jiangsu Natural Science Foundation under Grant No.SBK200910046 granted by Jiangsu Postdoctoral Foundation under Grant No.0901005C
关键词 Cracks Dynamic loading Numerical simulations Acoustic emission(AE) Heterogeneity Cracks Dynamic loading Numerical simulations Acoustic emission(AE) Heterogeneity
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