Particle shape characterisation using Fourier descriptor analysis

被引:291
作者
Bowman, ET [1 ]
Soga, K [1 ]
Drummond, W [1 ]
机构
[1] Univ Cambridge, Dept Engn, Cambridge CB2 1TN, England
来源
GEOTECHNIQUE | 2001年 / 51卷 / 06期
关键词
fabric/structure of soils; microscopy; sands; soil classification; statistical analysis;
D O I
10.1680/geot.51.6.545.40465
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A novel technique for the objective assessment of particle shape is presented. The technique uses Fourier shape descriptors and image analysis of scanning electron microscope photographs of sand grains to provide an accurate quantification of particle morphology and texture. Three lower order Fourier descriptors, denoted 'signature descriptors', provide measures of elongation, triangularity and squareness, while an additional descriptor, denoted 'asymmetry', provides a measure of particle irregularity. Together, these four descriptors quantify the overall shape of soil particles (defined as 'morphology'). A summary of higher-order descriptors provides textural information that is related to local roughness features (defined as 'texture'). The results of studies on three silica sands (two standard, laboratory-use and one natural, unprocessed) and one carbonate sand are presented. Breakage of particles by crushing is shown to affect the morphological signature differently depending on the type of sand, though it does not significantly alter texture. The study highlights the value of microscopy, combined with image analysis, in revealing sand grain shape and texture, and shows that simple statistical tools may be used to translate the information provided by relatively few grains to that of a larger body of soil.
引用
收藏
页码:545 / 554
页数:10
相关论文
共 22 条
[1]   THE SHAPE OF ROCK PARTICLES, A CRITICAL-REVIEW [J].
BARRETT, PJ .
SEDIMENTOLOGY, 1980, 27 (03) :291-303
[2]  
BEDDOW JK, 1989, KEY ENG MATER, P677
[3]   QUANTITATIVE SHAPE-ANALYSIS - A REVIEW [J].
CLARK, MW .
JOURNAL OF THE INTERNATIONAL ASSOCIATION FOR MATHEMATICAL GEOLOGY, 1981, 13 (04) :303-320
[4]   THE MECHANICS OF UNCEMENTED CARBONATE SANDS [J].
COOP, MR .
GEOTECHNIQUE, 1990, 40 (04) :607-626
[5]  
DOWDESWELL JA, 1982, J SEDIMENT PETROL, V52, P1315
[6]  
EHRLICH R, 1970, J SEDIMENT PETROL, V40, P205
[7]  
Heywood H., 1954, J IMP COLL CHEM ENG, V8, P25
[8]  
HUMAN C, 1992, THESIS U CALIFORNIA
[9]  
Krumbein W.C., 1941, Measurement and Geological Significance of Shape and Roundness of Sedimentary Particles, V11, P64, DOI [DOI 10.1306/D42690F3-2B26-11D7-8648000102C1865D, 10.1306/D42690F3-2B26-11D7-8648000102C1865D]
[10]   The role of particle breakage in pile creep in sand [J].
Leung, CF ;
Lee, FH ;
Yet, NS .
CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (06) :888-898