Automatic quantification of crack patterns by image processing

Abstract Image processing technologies are proposed to quantify crack patterns. On the basis of the technologies, a software “Crack Image Analysis System” (CIAS) has been developed. An image of soil crack network is used as an example to illustrate the image processing technologies and the operations of the CIAS. The quantification of the crack image involves the following three steps: image segmentation, crack identification and measurement. First, the image is converted to a binary image using a cluster analysis method; noise in the binary image is removed; and crack spaces are fused. Then, the medial axis of the crack network is extracted from the binary image, with which nodes and crack segments can be identified. Finally, various geometric parameters of the crack network can be calculated automatically, such as node number, crack number, clod area, clod perimeter, crack area, width, length, and direction. The thresholds used in the operations are specified by cluster analysis and other innovative methods. As a result, the objects (nodes, cracks and clods) in the crack network can be quantified automatically. The software may be used to study the generation and development of soil crack patterns and rock fractures.

[1]  A. Burak Göktepe,et al.  Image analysis of sulfate attack on hardened cement paste , 2008 .

[2]  Leszek Wojnar,et al.  Image Analysis , 1998 .

[3]  Bin Shi,et al.  Quantification and characterization of microporosity by image processing, geometric measurement and statistical methods: Application on SEM images of clay materials , 2011 .

[4]  Bin Shi,et al.  Experimental characterization of shrinkage and desiccation cracking in thin clay layer , 2011 .

[5]  T. Stephenson Image analysis , 1992, Nature.

[6]  An Yan,et al.  A quantitative study on the surface crack pattern of concrete with high content of steel fiber , 2002 .

[7]  Fei He,et al.  A rapid 3D seed-filling algorithm based on scan slice , 2010, Comput. Graph..

[8]  B. Griffiths,et al.  An investigation into sources of soil crack heterogeneity using fractal geometry , 1997 .

[9]  Chao‐sheng Tang,et al.  Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils , 2008 .

[10]  Tang Chao-sheng,et al.  Analytic method of morphological parameters of cracks for rock and soil based on image processing and recognition , 2008 .

[11]  James G. Wang Sulfate attack on hardened cement paste , 1994 .

[12]  Lisbeth G. Thygesen,et al.  Image analysis for the quantification of dislocations in hemp fibres , 2005 .

[13]  G. S. Dasog,et al.  DIMENSION AND VOLUME OF CRACKS IN A VERTISOL UNDER DIFFERENT CROP COVERS , 1993 .

[14]  L. A. Lima,et al.  SOIL CRACK MORPHOLOGY AND SOIL SALINITY1 , 1992 .

[15]  Pere C. Prat,et al.  Image Analysis for the Quantification of a Developing Crack Network on a Drying Soil , 2009 .

[16]  Thomas F. Kent,et al.  Image analysis and fractal geometry to characterize soil desiccation cracks , 2009 .