Cracking processes in Barre granite: fracture process zones and crack coalescence

This paper presents a comprehensive study of the cracking and coalescence behavior of granite specimens with pre-existing flaw pairs. Uniaxial compressions tests were conducted on Barre granite with pre-existing flaw pairs of varying inclination angles $$(\upbeta )$$, bridging angles $$(\alpha )$$ and ligament lengths (L). The cracking processes were recorded using a high speed camera to capture crack initiation and determine the mode (tensile or shear) of cracking. Visible fracture process zones of grain lightening, referred to as “white patching”, were also observed. White patching corresponded to fracture process zones that developed before visible cracks appeared. Cracks were typically preceded by a corresponding linear white patching. Diffusive area white patching was also observed near locations where surface spalling eventually occurred. Shear cracks occurred less often when compared to other brittle materials such as gypsum and marble and tensile cracks were typically much more jagged in shape (saw-toothed) due to the larger size and higher strength mineral grains of granite. Crack coalescence behavior trended from indirect to direct shear and combined shear-tensile to direct tensile coalescence as the flaw pair bridging angle $$(\alpha )$$ or flaw angle $$(\upbeta )$$ increased. As the ligament length (L) between flaws increased, more indirect coalescence was observed. As expected, due to the increased occurrence of tensile cracking in granite, more indirect tensile coalescence was observed in granite compared to other materials previously studied.

[1]  R. Kranz,et al.  CRACK GROWTH AND DEVELOPMENT DURING CREEP OF BARRE GRANITE , 1979 .

[2]  K. T. Chau,et al.  Analysis of crack coalescence in rock-like materials containing three flaws—Part I: experimental approach , 2001 .

[3]  Ariel R. Martinez,et al.  Fracture coalescence in natural rocks , 1999 .

[4]  L. Wong,et al.  Cracking Processes in Rock-Like Material Containing a Single Flaw Under Uniaxial Compression: A Numerical Study Based on Parallel Bonded-Particle Model Approach , 2011, Rock Mechanics and Rock Engineering.

[5]  Z. Brooks A nanomechanical investigation of the crack tip process zone of marble , 2010 .

[6]  K. T. Chau,et al.  Crack coalescence in a rock-like material containing two cracks , 1998 .

[7]  D. Lockner,et al.  The role of microcracking in shear-fracture propagation in granite , 1995 .

[8]  B. Mohanty,et al.  Experimental calibration of stress intensity factors of the ISRM suggested cracked chevron-notched Brazilian disc specimen used for determination of mode-I fracture toughness , 2006 .

[9]  Joseph F Labuz,et al.  Measurement of the intrinsic process zone in rock using acoustic emission , 1998 .

[10]  Louis Ngai Yuen Wong,et al.  Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression , 2009 .

[11]  Y. Fialko,et al.  Stable and unstable damage evolution in rocks with implications to fracturing of granite , 2006 .

[12]  H. H. Einstein,et al.  Crack Coalescence in Molded Gypsum and Carrara Marble: Part 2—Microscopic Observations and Interpretation , 2008 .

[13]  S. Stanchits,et al.  Fracture process zone in granite , 2000 .

[14]  Yin-Ping Li,et al.  Experimental research on pre-cracked marble under compression , 2005 .

[15]  Syd S. Peng,et al.  A note on the fracture propagation and time-dependent behavior of rocks in uniaxial tension , 1975 .

[16]  Herbert H. Einstein,et al.  Coalescence of fractures under shear stresses in experiments , 1995 .

[17]  Werner Goldsmith,et al.  Static and dynamic fracture strength of Barre granite , 1976 .

[18]  W. F. Brace,et al.  A note on brittle crack growth in compression , 1963 .

[19]  Herbert H. Einstein,et al.  Fracture coalescence in rock-type materials under uniaxial and biaxial compression , 1998 .

[20]  H. H. Einstein,et al.  Crack Coalescence Tests on Granite , 2008 .

[21]  Joseph F Labuz,et al.  The fracture process zone in granite: evidence and effect , 1987 .

[22]  L. Wong,et al.  Crack Coalescence in Molded Gypsum and Carrara Marble: Part 1. Macroscopic Observations and Interpretation , 2009 .

[23]  B. Mohanty,et al.  Fracture Toughness Measurements and Acoustic Emission Activity in Brittle Rocks , 2006 .

[24]  A. Ingraffea,et al.  FINITE ELEMENT MODELS FOR ROCK FRACTURE MECHANICS , 1980 .

[25]  Stephen Philip Morgan The effect of complex inclusion geometries on fracture and crack coalescence behavior in brittle material , 2011 .