Influence of volume/mass on grain-size curves and conversion of image-analysis size to sieve size

Image analysis of aggregates does not measure the same size as sieve analysis. The size of aggregates, determined by sieve analysis, is presented with respect to the percent cumulative mass, whereas image analysis does not measure mass. Results are often presented in percent particles or percent area. Several researchers have claimed that more accurate volume and mass determinations are necessary for accurate construction of grain-size curves. In the present work, several methods for reconstructing volume and thus mass of aggregates from image analysis (IA) have been tested to see how they influence the grain-size distribution curves. The actual mass of the individual particles was found to have little or no influence on the grain-size distribution curve, which is normalized and thus insensitive to mass. Accurate conversion of image-analysis size to sieve size is dependent upon how particles pass through sieves. Most existing methods base their conversion of image-analysis size to sieve size on the intermediate axis, multiplied by some factor. The present work shows that there is no direct correlation between the intermediate axes and sieve size. A universal conversion of image-analysis size to sieve size has been developed, using the minimum-bounding square around the minimum projected area. This measure yields very good correlation with sieve-analysis results.

[1]  Norbert H. Maerz,et al.  AGGREGATE SIZING AND SHAPE DETERMINATION USING DIGITAL IMAGE PROCESSING , 1998 .

[2]  Joseph A. Stefanski,et al.  Coarse Aggregate Shape and Size Properties Using a New Image Analyzer , 2001 .

[3]  J. R. Fernlund,et al.  Image analysis method for determining 3-D shape of coarse aggregate , 2005 .

[4]  Michael A. Taylor,et al.  Quantitative measures for shape and size of particles , 2002 .

[5]  Joanne M. R. Fernlund,et al.  Image analysis method for determining 3-D size distribution of coarse aggregates , 2005 .

[6]  Joanne M. R. Fernlund,et al.  The effect of particle form on sieve analysis: a test by image analysis , 1998 .

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

[8]  Norbert H. Maerz,et al.  Measurement of Flat and Elongation of Coarse Aggregate using Digital Image Processing , 2001 .

[9]  J. R. Fernlund 3-D image analysis size and shape method applied to the evaluation of the Los Angeles test , 2005 .

[10]  Norbert H. Maerz,et al.  Technical and Computational Aspects of the Measurement of Aggregate Shape by Digital Image Analysis , 2004 .

[11]  Erol Tutumluer,et al.  Investigation of Aggregate Shape Effects on Hot Mix Performance Using an Image Analysis Approach , 2005 .

[12]  A. Kwan,et al.  Sphericity, shape factor, and convexity measurement of coarse aggregate for concrete using digital image processing , 2000 .

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

[14]  G. Andriani,et al.  Physical properties and textural parameters of calcarenitic rocks: qualitative and quantitative evaluations , 2002 .

[15]  Wei Zhou,et al.  Flat and Elongated: Advances using Digital Image Analysis , 1999 .

[16]  W. C. Krumbein Measurement and geological significance of shape and roundness of sedimentary particles , 1941 .