Mesoscopic Numerical Simulation of Stratified Rock Failure Using Digital Image Processing

This paper presents a digital image processing (DIP) based finite difference method (FDM) and makes the first attempt to apply the new method to the failure process of stratified rocks from Chinese Jinping underground carves. In the method, the two-dimensional (2D) inhomogeneity and mesostructures of rock materials are first identified with the DIP technique. And then the binarization image information is used to generate the finite difference grids. Finally, the failure process of stratified rock samples under uniaxial compression condition is simulated by using the FDM. In the DIP, an image segmentation algorithm based on seeded region growing (SRG) is proposed, instead of the traditional threshold value method. And with the new method, we can fully acquire the inhomogeneous distributions and mesostructures of stratified rocks. The simulated macroscopic mechanical behaviors are in good agreement with the laboratory experimental observation. Numerical results show that the proposed DIP based FDM is suitable for the failure analysis of stratified rocks because it can fully take into account the material heterogeneity, and the anisotropy of stratified rocks is also disposed to some extent.

[1]  K. Gray,et al.  The Mechanical Behavior of Anisotropic Sedimentary Rocks , 1967 .

[2]  Rolf Adams,et al.  Seeded Region Growing , 1994, IEEE Trans. Pattern Anal. Mach. Intell..

[3]  Rafael C. González,et al.  Local Determination of a Moving Contrast Edge , 1985, IEEE Transactions on Pattern Analysis and Machine Intelligence.

[4]  P. Attewell,et al.  INTRINSIC SHEAR STRENGTH OF A BRITTLE, ANISOTROPIC ROCK- EXPERIMENTAL AND MECHANICAL INTERPRETATION , 1974 .

[5]  M. Salamon Elastic moduli of a stratified rock mass , 1968 .

[6]  John S Lawler,et al.  Measuring Three-Dimensional Damage in Concrete under Compression , 2001 .

[7]  Ming Chuan Kuo,et al.  A failure criterion for transversely isotropic rocks , 2001 .

[8]  Theodosios Pavlidis,et al.  Integrating Region Growing and Edge Detection , 1990, IEEE Trans. Pattern Anal. Mach. Intell..

[9]  E. T. Brown,et al.  Rock Mechanics: For Underground Mining , 1985 .

[10]  Yong-Ming Tien,et al.  Preparation and mechanical properties of artificial transversely isotropic rock , 2000 .

[11]  J. C. Jaeger Shear Failure of Anistropic Rocks , 1960, Geological Magazine.

[12]  Leslie George Tham,et al.  Finite element modeling of geomaterials using digital image processing , 2003 .

[13]  Akh Kwan,et al.  Particle size distribution analysis of coarse aggregate using digital image processing , 1998 .

[14]  J. Shao,et al.  A modified single plane of weakness theory for the failure of highly stratified rocks , 1998 .

[15]  Leandro R. Alejano,et al.  Multi-approach back-analysis of a roof bed collapse in a mining room excavated in stratified rock , 2008 .

[16]  C. Juang,et al.  An experimental investigation of the failure mechanism of simulated transversely isotropic rocks , 2006 .

[17]  Jeff R. Wright,et al.  Digital Image Processing: Techniques and Applications in Civil Engineering , 1993 .

[18]  Hashem R Al-Masaeid,et al.  An innovative digital image analysis approach to quantify the percentage of voids in mineral aggregates of bituminous mixtures , 1998 .

[19]  A. Kwan,et al.  Particle shape analysis of coarse aggregate using digital image processing , 1999 .

[20]  Zhong Qi Yue,et al.  Digital image processing for aggregate orientation in asphalt concrete mixtures , 1997 .

[21]  L. G. Tham,et al.  Digital Image Based Approach for Three-Dimensional Mechanical Analysis of Heterogeneous Rocks , 2007 .

[22]  Zhong Qi Yue,et al.  APPLICATION OF DIGITAL IMAGE PROCESSING TO QUANTITATIVE STUDY OF ASPHALT CONCRETE MICROSTRUCTURE , 1995 .

[24]  Sue McNeil,et al.  Imaging technologies : techniques and applications in civil engineering : proceedings of the second international conference, Cresta Sun Hotel, Davos, Switzerland, May 25-30, 1997 , 1998 .

[25]  Jian-Fu Shao,et al.  A new failure criterion for transversely isotropic rocks , 1998 .

[26]  Habtamu Zelelew,et al.  Micromechanical Modeling of Asphalt Concrete Uniaxial Creep Using the Discrete Element Method , 2010 .